Evaluation of Fiber Reinforced Cement Using Digital Image Correlation
Events
Loading … Spinner

Mendeley | Further Information

{"title"=>"Evaluation of fiber reinforced cement using digital image correlation", "type"=>"journal", "authors"=>[{"first_name"=>"Garrett W.", "last_name"=>"Melenka", "scopus_author_id"=>"55630082900"}, {"first_name"=>"Jason P.", "last_name"=>"Carey", "scopus_author_id"=>"7402685653"}], "year"=>2015, "source"=>"PLoS ONE", "identifiers"=>{"issn"=>"19326203", "pui"=>"604923376", "doi"=>"10.1371/journal.pone.0128644", "sgr"=>"84932634099", "scopus"=>"2-s2.0-84932634099"}, "id"=>"7b011ca1-9d15-39b1-9730-8a3ed9de4a26", "abstract"=>"The effect of short fiber reinforcements on the mechanical properties of cement has been examined using a splitting tensile - digital image correlation (DIC) measurement method. Three short fiber reinforcement materials have been used in this study: fiberglass, nylon, and polypropylene. The method outlined provides a simple experimental setup that can be used to evaluate the ultimate tensile strength of brittle materials as well as measure the full field strain across the surface of the splitting tensile test cylindrical specimen. Since the DIC measurement technique is a contact free measurement this method can be used to assess sample failure.", "link"=>"http://www.mendeley.com/research/evaluation-fiber-reinforced-cement-using-digital-image-correlation", "reader_count"=>5, "reader_count_by_academic_status"=>{"Student > Doctoral Student"=>1, "Student > Ph. D. Student"=>1, "Student > Master"=>2, "Other"=>1}, "reader_count_by_user_role"=>{"Student > Doctoral Student"=>1, "Student > Ph. D. Student"=>1, "Student > Master"=>2, "Other"=>1}, "reader_count_by_subject_area"=>{"Engineering"=>5}, "reader_count_by_subdiscipline"=>{"Engineering"=>{"Engineering"=>5}}, "group_count"=>0}

Scopus | Further Information

{"@_fa"=>"true", "link"=>[{"@_fa"=>"true", "@ref"=>"self", "@href"=>"https://api.elsevier.com/content/abstract/scopus_id/84932634099"}, {"@_fa"=>"true", "@ref"=>"author-affiliation", "@href"=>"https://api.elsevier.com/content/abstract/scopus_id/84932634099?field=author,affiliation"}, {"@_fa"=>"true", "@ref"=>"scopus", "@href"=>"https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=84932634099&origin=inward"}, {"@_fa"=>"true", "@ref"=>"scopus-citedby", "@href"=>"https://www.scopus.com/inward/citedby.uri?partnerID=HzOxMe3b&scp=84932634099&origin=inward"}], "prism:url"=>"https://api.elsevier.com/content/abstract/scopus_id/84932634099", "dc:identifier"=>"SCOPUS_ID:84932634099", "eid"=>"2-s2.0-84932634099", "dc:title"=>"Evaluation of fiber reinforced cement using digital image correlation", "dc:creator"=>"Melenka G.", "prism:publicationName"=>"PLoS ONE", "prism:eIssn"=>"19326203", "prism:volume"=>"10", "prism:issueIdentifier"=>"6", "prism:pageRange"=>nil, "prism:coverDate"=>"2015-06-03", "prism:coverDisplayDate"=>"3 June 2015", "prism:doi"=>"10.1371/journal.pone.0128644", "citedby-count"=>"6", "affiliation"=>[{"@_fa"=>"true", "affilname"=>"University of Alberta", "affiliation-city"=>"Edmonton", "affiliation-country"=>"Canada"}], "pubmed-id"=>"26039590", "prism:aggregationType"=>"Journal", "subtype"=>"ar", "subtypeDescription"=>"Article", "article-number"=>"e0128644", "source-id"=>"10600153309", "openaccess"=>"1", "openaccessFlag"=>true}

Facebook

  • {"url"=>"http%3A%2F%2Fjournals.plos.org%2Fplosone%2Farticle%3Fid%3D10.1371%252Fjournal.pone.0128644", "share_count"=>0, "like_count"=>0, "comment_count"=>0, "click_count"=>0, "total_count"=>0}

Counter

  • {"month"=>"6", "year"=>"2015", "pdf_views"=>"24", "xml_views"=>"10", "html_views"=>"153"}
  • {"month"=>"7", "year"=>"2015", "pdf_views"=>"3", "xml_views"=>"0", "html_views"=>"94"}
  • {"month"=>"8", "year"=>"2015", "pdf_views"=>"13", "xml_views"=>"0", "html_views"=>"68"}
  • {"month"=>"9", "year"=>"2015", "pdf_views"=>"8", "xml_views"=>"1", "html_views"=>"18"}
  • {"month"=>"10", "year"=>"2015", "pdf_views"=>"16", "xml_views"=>"0", "html_views"=>"38"}
  • {"month"=>"11", "year"=>"2015", "pdf_views"=>"21", "xml_views"=>"1", "html_views"=>"43"}
  • {"month"=>"12", "year"=>"2015", "pdf_views"=>"10", "xml_views"=>"0", "html_views"=>"60"}
  • {"month"=>"1", "year"=>"2016", "pdf_views"=>"6", "xml_views"=>"0", "html_views"=>"28"}
  • {"month"=>"2", "year"=>"2016", "pdf_views"=>"0", "xml_views"=>"0", "html_views"=>"13"}
  • {"month"=>"3", "year"=>"2016", "pdf_views"=>"2", "xml_views"=>"0", "html_views"=>"40"}
  • {"month"=>"4", "year"=>"2016", "pdf_views"=>"9", "xml_views"=>"0", "html_views"=>"43"}
  • {"month"=>"5", "year"=>"2016", "pdf_views"=>"10", "xml_views"=>"0", "html_views"=>"9"}
  • {"month"=>"6", "year"=>"2016", "pdf_views"=>"3", "xml_views"=>"0", "html_views"=>"40"}
  • {"month"=>"7", "year"=>"2016", "pdf_views"=>"7", "xml_views"=>"0", "html_views"=>"15"}
  • {"month"=>"8", "year"=>"2016", "pdf_views"=>"4", "xml_views"=>"0", "html_views"=>"21"}
  • {"month"=>"9", "year"=>"2016", "pdf_views"=>"15", "xml_views"=>"0", "html_views"=>"26"}
  • {"month"=>"10", "year"=>"2016", "pdf_views"=>"14", "xml_views"=>"0", "html_views"=>"35"}
  • {"month"=>"11", "year"=>"2016", "pdf_views"=>"4", "xml_views"=>"0", "html_views"=>"31"}
  • {"month"=>"12", "year"=>"2016", "pdf_views"=>"3", "xml_views"=>"0", "html_views"=>"16"}
  • {"month"=>"1", "year"=>"2017", "pdf_views"=>"1", "xml_views"=>"1", "html_views"=>"11"}
  • {"month"=>"2", "year"=>"2017", "pdf_views"=>"6", "xml_views"=>"0", "html_views"=>"26"}
  • {"month"=>"3", "year"=>"2017", "pdf_views"=>"7", "xml_views"=>"2", "html_views"=>"33"}
  • {"month"=>"4", "year"=>"2017", "pdf_views"=>"8", "xml_views"=>"0", "html_views"=>"23"}
  • {"month"=>"5", "year"=>"2017", "pdf_views"=>"1", "xml_views"=>"1", "html_views"=>"42"}
  • {"month"=>"6", "year"=>"2017", "pdf_views"=>"5", "xml_views"=>"0", "html_views"=>"24"}
  • {"month"=>"7", "year"=>"2017", "pdf_views"=>"2", "xml_views"=>"1", "html_views"=>"32"}
  • {"month"=>"8", "year"=>"2017", "pdf_views"=>"20", "xml_views"=>"0", "html_views"=>"21"}
  • {"month"=>"9", "year"=>"2017", "pdf_views"=>"13", "xml_views"=>"1", "html_views"=>"15"}
  • {"month"=>"10", "year"=>"2017", "pdf_views"=>"20", "xml_views"=>"0", "html_views"=>"33"}
  • {"month"=>"11", "year"=>"2017", "pdf_views"=>"2", "xml_views"=>"0", "html_views"=>"48"}
  • {"month"=>"12", "year"=>"2017", "pdf_views"=>"5", "xml_views"=>"1", "html_views"=>"26"}
  • {"month"=>"1", "year"=>"2018", "pdf_views"=>"2", "xml_views"=>"0", "html_views"=>"18"}
  • {"month"=>"2", "year"=>"2018", "pdf_views"=>"12", "xml_views"=>"0", "html_views"=>"12"}
  • {"month"=>"3", "year"=>"2018", "pdf_views"=>"1", "xml_views"=>"0", "html_views"=>"7"}
  • {"month"=>"4", "year"=>"2018", "pdf_views"=>"12", "xml_views"=>"2", "html_views"=>"7"}
  • {"month"=>"5", "year"=>"2018", "pdf_views"=>"10", "xml_views"=>"1", "html_views"=>"8"}
  • {"month"=>"6", "year"=>"2018", "pdf_views"=>"12", "xml_views"=>"2", "html_views"=>"13"}
  • {"month"=>"7", "year"=>"2018", "pdf_views"=>"6", "xml_views"=>"4", "html_views"=>"6"}
  • {"month"=>"8", "year"=>"2018", "pdf_views"=>"5", "xml_views"=>"1", "html_views"=>"17"}
  • {"month"=>"9", "year"=>"2018", "pdf_views"=>"5", "xml_views"=>"0", "html_views"=>"6"}
  • {"month"=>"10", "year"=>"2018", "pdf_views"=>"3", "xml_views"=>"2", "html_views"=>"9"}
  • {"month"=>"11", "year"=>"2018", "pdf_views"=>"11", "xml_views"=>"1", "html_views"=>"20"}
  • {"month"=>"12", "year"=>"2018", "pdf_views"=>"11", "xml_views"=>"0", "html_views"=>"15"}
  • {"month"=>"1", "year"=>"2019", "pdf_views"=>"0", "xml_views"=>"0", "html_views"=>"4"}
  • {"month"=>"2", "year"=>"2019", "pdf_views"=>"3", "xml_views"=>"0", "html_views"=>"4"}
  • {"month"=>"3", "year"=>"2019", "pdf_views"=>"8", "xml_views"=>"0", "html_views"=>"7"}
  • {"month"=>"4", "year"=>"2019", "pdf_views"=>"17", "xml_views"=>"0", "html_views"=>"14"}
  • {"month"=>"5", "year"=>"2019", "pdf_views"=>"1", "xml_views"=>"0", "html_views"=>"9"}
  • {"month"=>"6", "year"=>"2019", "pdf_views"=>"4", "xml_views"=>"0", "html_views"=>"8"}
  • {"month"=>"7", "year"=>"2019", "pdf_views"=>"9", "xml_views"=>"1", "html_views"=>"11"}
  • {"month"=>"8", "year"=>"2019", "pdf_views"=>"22", "xml_views"=>"0", "html_views"=>"10"}
  • {"month"=>"9", "year"=>"2019", "pdf_views"=>"13", "xml_views"=>"0", "html_views"=>"5"}

Figshare

  • {"files"=>["https://ndownloader.figshare.com/files/2094249"], "description"=>"<p>Comparison of load vs time curves for cement samples (a) Oil Well G samples, (b) Nycon ARDM VF0.5 samples (c) Nycon ARDM VF1.0 samples (d) Nycon ARDM VF2.0 samples (e) Nycon RC VF1.0 samples (f) Procon M VF1.0 samples (g) Procon M VF2.0 samples.</p>", "links"=>[], "tags"=>["splitting", "Digital Image Correlation", "Fiber Reinforced Cement", "fiber reinforcements", "field strain", "measurement method", "image correlation", "DIC measurement technique", "fiber reinforcement materials", "sample failure"], "article_id"=>1435520, "categories"=>["Biological Sciences"], "users"=>["Garrett W. Melenka", "Jason P. Carey"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0128644.g015", "stats"=>{"downloads"=>1, "page_views"=>15, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Comparison_of_load_vs_time_curves_for_cement_samples_a_Oil_Well_G_samples_b_Nycon_ARDM_VF0_5_samples_c_Nycon_ARDM_VF1_0_samples_d_Nycon_ARDM_VF2_0_samples_e_Nycon_RC_VF1_0_samples_f_Procon_M_VF1_0_samples_g_Procon_M_VF2_0_samples_/1435520", "title"=>"Comparison of load vs time curves for cement samples (a) Oil Well G samples, (b) Nycon ARDM VF0.5 samples (c) Nycon ARDM VF1.0 samples (d) Nycon ARDM VF2.0 samples (e) Nycon RC VF1.0 samples (f) Procon M VF1.0 samples (g) Procon M VF2.0 samples.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-06-03 04:12:29"}
  • {"files"=>["https://ndownloader.figshare.com/files/2094255"], "description"=>"<p>Comparison of load vs strain curves for cement samples (a) Nycon ARDM VF0.5 samples (b Nycon ARDM VF1.0 samples (c) Nycon ARDM VF2.0 samples (d) Nycon RC VF1.0 samples (e) Procon M VF1.0 samples (f) Procon M VF2.0 samples.</p>", "links"=>[], "tags"=>["splitting", "Digital Image Correlation", "Fiber Reinforced Cement", "fiber reinforcements", "field strain", "measurement method", "image correlation", "DIC measurement technique", "fiber reinforcement materials", "sample failure"], "article_id"=>1435526, "categories"=>["Biological Sciences"], "users"=>["Garrett W. Melenka", "Jason P. Carey"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0128644.g016", "stats"=>{"downloads"=>4, "page_views"=>26, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Comparison_of_load_vs_strain_curves_for_cement_samples_a_Nycon_ARDM_VF0_5_samples_b_Nycon_ARDM_VF1_0_samples_c_Nycon_ARDM_VF2_0_samples_d_Nycon_RC_VF1_0_samples_e_Procon_M_VF1_0_samples_f_Procon_M_VF2_0_samples_/1435526", "title"=>"Comparison of load vs strain curves for cement samples (a) Nycon ARDM VF0.5 samples (b Nycon ARDM VF1.0 samples (c) Nycon ARDM VF2.0 samples (d) Nycon RC VF1.0 samples (e) Procon M VF1.0 samples (f) Procon M VF2.0 samples.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-06-03 04:12:29"}
  • {"files"=>["https://ndownloader.figshare.com/files/2094257"], "description"=>"<p>Fiber reinforced cement ultimate strength comparison.</p>", "links"=>[], "tags"=>["splitting", "Digital Image Correlation", "Fiber Reinforced Cement", "fiber reinforcements", "field strain", "measurement method", "image correlation", "DIC measurement technique", "fiber reinforcement materials", "sample failure"], "article_id"=>1435528, "categories"=>["Biological Sciences"], "users"=>["Garrett W. Melenka", "Jason P. Carey"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0128644.g017", "stats"=>{"downloads"=>1, "page_views"=>6, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Fiber_reinforced_cement_ultimate_strength_comparison_/1435528", "title"=>"Fiber reinforced cement ultimate strength comparison.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-06-03 04:12:29"}
  • {"files"=>["https://ndownloader.figshare.com/files/2094258"], "description"=>"<p>Short fiber additives dimensions and mechanical properties.</p>", "links"=>[], "tags"=>["splitting", "Digital Image Correlation", "Fiber Reinforced Cement", "fiber reinforcements", "field strain", "measurement method", "image correlation", "DIC measurement technique", "fiber reinforcement materials", "sample failure"], "article_id"=>1435529, "categories"=>["Biological Sciences"], "users"=>["Garrett W. Melenka", "Jason P. Carey"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0128644.t001", "stats"=>{"downloads"=>1, "page_views"=>17, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Short_fiber_additives_dimensions_and_mechanical_properties_/1435529", "title"=>"Short fiber additives dimensions and mechanical properties.", "pos_in_sequence"=>0, "defined_type"=>3, "published_date"=>"2015-06-03 04:12:29"}
  • {"files"=>["https://ndownloader.figshare.com/files/2094259"], "description"=>"<p>Comparison of fiber reinforced cement toughness.</p>", "links"=>[], "tags"=>["splitting", "Digital Image Correlation", "Fiber Reinforced Cement", "fiber reinforcements", "field strain", "measurement method", "image correlation", "DIC measurement technique", "fiber reinforcement materials", "sample failure"], "article_id"=>1435530, "categories"=>["Biological Sciences"], "users"=>["Garrett W. Melenka", "Jason P. Carey"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0128644.t003", "stats"=>{"downloads"=>4, "page_views"=>7, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Comparison_of_fiber_reinforced_cement_toughness_/1435530", "title"=>"Comparison of fiber reinforced cement toughness.", "pos_in_sequence"=>0, "defined_type"=>3, "published_date"=>"2015-06-03 04:12:29"}
  • {"files"=>["https://ndownloader.figshare.com/files/2094198"], "description"=>"<p>Cement sample splitting tensile test apparatus (a) front view rendering (b) isometric view rendering (c) front view of test apparatus (d) isometric view of test apparatus.</p>", "links"=>[], "tags"=>["splitting", "Digital Image Correlation", "Fiber Reinforced Cement", "fiber reinforcements", "field strain", "measurement method", "image correlation", "DIC measurement technique", "fiber reinforcement materials", "sample failure"], "article_id"=>1435496, "categories"=>["Biological Sciences"], "users"=>["Garrett W. Melenka", "Jason P. Carey"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0128644.g001", "stats"=>{"downloads"=>0, "page_views"=>4, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Cement_sample_splitting_tensile_test_apparatus_a_front_view_rendering_b_isometric_view_rendering_c_front_view_of_test_apparatus_d_isometric_view_of_test_apparatus_/1435496", "title"=>"Cement sample splitting tensile test apparatus (a) front view rendering (b) isometric view rendering (c) front view of test apparatus (d) isometric view of test apparatus.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-06-03 04:12:29"}
  • {"files"=>["https://ndownloader.figshare.com/files/2094199"], "description"=>"<p>Short fiber additives (a) Nycon AR-DM (Fiberglass), (b) Nycon RC (Nylon), (c) Procon M (polypropylene).</p>", "links"=>[], "tags"=>["splitting", "Digital Image Correlation", "Fiber Reinforced Cement", "fiber reinforcements", "field strain", "measurement method", "image correlation", "DIC measurement technique", "fiber reinforcement materials", "sample failure"], "article_id"=>1435497, "categories"=>["Biological Sciences"], "users"=>["Garrett W. Melenka", "Jason P. Carey"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0128644.g002", "stats"=>{"downloads"=>1, "page_views"=>53, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Short_fiber_additives_a_Nycon_AR_DM_Fiberglass_b_Nycon_RC_Nylon_c_Procon_M_polypropylene_/1435497", "title"=>"Short fiber additives (a) Nycon AR-DM (Fiberglass), (b) Nycon RC (Nylon), (c) Procon M (polypropylene).", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-06-03 04:12:29"}
  • {"files"=>["https://ndownloader.figshare.com/files/2094200"], "description"=>"<p>Cement test sample with speckle pattern applied to surface.</p>", "links"=>[], "tags"=>["splitting", "Digital Image Correlation", "Fiber Reinforced Cement", "fiber reinforcements", "field strain", "measurement method", "image correlation", "DIC measurement technique", "fiber reinforcement materials", "sample failure"], "article_id"=>1435498, "categories"=>["Biological Sciences"], "users"=>["Garrett W. Melenka", "Jason P. Carey"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0128644.g003", "stats"=>{"downloads"=>0, "page_views"=>1, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Cement_test_sample_with_speckle_pattern_applied_to_surface_/1435498", "title"=>"Cement test sample with speckle pattern applied to surface.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-06-03 04:12:29"}
  • {"files"=>["https://ndownloader.figshare.com/files/2094201"], "description"=>"<p>This image shows the cylindrical test specimen located within the splitting tensile test apparatus. A compressive load is applied by the linear actuator and loads applied to the sample are measured with a load cell. A high resolution camera is used to measure the displacement and strain that occurs to the flat face of the cylindrical test sample.</p>", "links"=>[], "tags"=>["splitting", "Digital Image Correlation", "Fiber Reinforced Cement", "fiber reinforcements", "field strain", "measurement method", "image correlation", "DIC measurement technique", "fiber reinforcement materials", "sample failure"], "article_id"=>1435499, "categories"=>["Biological Sciences"], "users"=>["Garrett W. Melenka", "Jason P. Carey"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0128644.g004", "stats"=>{"downloads"=>0, "page_views"=>6, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Cement_sample_splitting_tensile_test_setup_/1435499", "title"=>"Cement sample splitting tensile test setup.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-06-03 04:12:29"}
  • {"files"=>["https://ndownloader.figshare.com/files/2094202"], "description"=>"<p>Image contrast has been adjusted by applying sliding average and normalization filters.</p>", "links"=>[], "tags"=>["splitting", "Digital Image Correlation", "Fiber Reinforced Cement", "fiber reinforcements", "field strain", "measurement method", "image correlation", "DIC measurement technique", "fiber reinforcement materials", "sample failure"], "article_id"=>1435500, "categories"=>["Biological Sciences"], "users"=>["Garrett W. Melenka", "Jason P. Carey"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0128644.g005", "stats"=>{"downloads"=>1, "page_views"=>3, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Example_scaled_cement_sample_image_with_coordinate_system_/1435500", "title"=>"Example scaled cement sample image with coordinate system.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-06-03 04:12:29"}
  • {"files"=>["https://ndownloader.figshare.com/files/2094203"], "description"=>"<p>Example cement sample (a) with applied 128x128 pixel vector grid (b) with example strain field <i>ε</i><sub><i>xx</i></sub>.</p>", "links"=>[], "tags"=>["splitting", "Digital Image Correlation", "Fiber Reinforced Cement", "fiber reinforcements", "field strain", "measurement method", "image correlation", "DIC measurement technique", "fiber reinforcement materials", "sample failure"], "article_id"=>1435501, "categories"=>["Biological Sciences"], "users"=>["Garrett W. Melenka", "Jason P. Carey"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0128644.g006", "stats"=>{"downloads"=>0, "page_views"=>6, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Example_cement_sample_a_with_applied_128x128_pixel_vector_grid_b_with_example_strain_field_949_xx_/1435501", "title"=>"Example cement sample (a) with applied 128x128 pixel vector grid (b) with example strain field <i>ε</i><sub><i>xx</i></sub>.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-06-03 04:12:29"}
  • {"files"=>["https://ndownloader.figshare.com/files/2094204"], "description"=>"<p>Cement sample strain quantification (a) example cement sample with rectangular region used to calculate average strain (b) plot of average strain- ε<sub><i>xx</i></sub> vs cement sample image number.</p>", "links"=>[], "tags"=>["splitting", "Digital Image Correlation", "Fiber Reinforced Cement", "fiber reinforcements", "field strain", "measurement method", "image correlation", "DIC measurement technique", "fiber reinforcement materials", "sample failure"], "article_id"=>1435502, "categories"=>["Biological Sciences"], "users"=>["Garrett W. Melenka", "Jason P. Carey"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0128644.g007", "stats"=>{"downloads"=>0, "page_views"=>10, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Cement_sample_strain_quantification_a_example_cement_sample_with_rectangular_region_used_to_calculate_average_strain_b_plot_of_average_strain_xx_vs_cement_sample_image_number_/1435502", "title"=>"Cement sample strain quantification (a) example cement sample with rectangular region used to calculate average strain (b) plot of average strain- ε<sub><i>xx</i></sub> vs cement sample image number.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-06-03 04:12:29"}
  • {"files"=>["https://ndownloader.figshare.com/files/2094205"], "description"=>"<p>Cement sample failure (a) Oil Well G cement (b) Oil Well G cement with fiber reinforcement.</p>", "links"=>[], "tags"=>["splitting", "Digital Image Correlation", "Fiber Reinforced Cement", "fiber reinforcements", "field strain", "measurement method", "image correlation", "DIC measurement technique", "fiber reinforcement materials", "sample failure"], "article_id"=>1435503, "categories"=>["Biological Sciences"], "users"=>["Garrett W. Melenka", "Jason P. Carey"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0128644.g008", "stats"=>{"downloads"=>1, "page_views"=>5, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Cement_sample_failure_a_Oil_Well_G_cement_b_Oil_Well_G_cement_with_fiber_reinforcement_/1435503", "title"=>"Cement sample failure (a) Oil Well G cement (b) Oil Well G cement with fiber reinforcement.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-06-03 04:12:29"}
  • {"files"=>["https://ndownloader.figshare.com/files/2094206"], "description"=>"<p>Example fiber reinforced cement sample with fibers preventing the complete failure of the cement sample.</p>", "links"=>[], "tags"=>["splitting", "Digital Image Correlation", "Fiber Reinforced Cement", "fiber reinforcements", "field strain", "measurement method", "image correlation", "DIC measurement technique", "fiber reinforcement materials", "sample failure"], "article_id"=>1435504, "categories"=>["Biological Sciences"], "users"=>["Garrett W. Melenka", "Jason P. Carey"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0128644.g009", "stats"=>{"downloads"=>0, "page_views"=>3, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Example_fiber_reinforced_cement_sample_with_fibers_preventing_the_complete_failure_of_the_cement_sample_/1435504", "title"=>"Example fiber reinforced cement sample with fibers preventing the complete failure of the cement sample.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-06-03 04:12:29"}
  • {"files"=>["https://ndownloader.figshare.com/files/2094207"], "description"=>"<p>Representative strain field for a fiber reinforced cement sample (a) Maximum strain 0.022% (b) maximum strain 0.028% (c) maximum strain 0.05% (d) maximum strain 0.045% (e) maximum strain 0.225% (f) maximum strain 3.25% (g) maximum strain 11% (h) maximum strain 13% (i) maximum strain 26%.</p>", "links"=>[], "tags"=>["splitting", "Digital Image Correlation", "Fiber Reinforced Cement", "fiber reinforcements", "field strain", "measurement method", "image correlation", "DIC measurement technique", "fiber reinforcement materials", "sample failure"], "article_id"=>1435505, "categories"=>["Biological Sciences"], "users"=>["Garrett W. Melenka", "Jason P. Carey"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0128644.g010", "stats"=>{"downloads"=>1, "page_views"=>5, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Representative_strain_field_for_a_fiber_reinforced_cement_sample_a_Maximum_strain_0_022_b_maximum_strain_0_028_c_maximum_strain_0_05_d_maximum_strain_0_045_e_maximum_strain_0_225_f_maximum_strain_3_25_g_maximum_strain_11_h_maximum_strain_13_i_maximum_str/1435505", "title"=>"Representative strain field for a fiber reinforced cement sample (a) Maximum strain 0.022% (b) maximum strain 0.028% (c) maximum strain 0.05% (d) maximum strain 0.045% (e) maximum strain 0.225% (f) maximum strain 3.25% (g) maximum strain 11% (h) maximum strain 13% (i) maximum strain 26%.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-06-03 04:12:29"}
  • {"files"=>["https://ndownloader.figshare.com/files/2094232"], "description"=>"<p>Example strain field of cement samples of Nycon ARDM fibers (left images strain prior to sample failure; right images maximum sample strain).</p>", "links"=>[], "tags"=>["splitting", "Digital Image Correlation", "Fiber Reinforced Cement", "fiber reinforcements", "field strain", "measurement method", "image correlation", "DIC measurement technique", "fiber reinforcement materials", "sample failure"], "article_id"=>1435507, "categories"=>["Biological Sciences"], "users"=>["Garrett W. Melenka", "Jason P. Carey"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0128644.g011", "stats"=>{"downloads"=>0, "page_views"=>18, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Example_strain_field_of_cement_samples_of_Nycon_ARDM_fibers_left_images_strain_prior_to_sample_failure_right_images_maximum_sample_strain_/1435507", "title"=>"Example strain field of cement samples of Nycon ARDM fibers (left images strain prior to sample failure; right images maximum sample strain).", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-06-03 04:12:29"}
  • {"files"=>["https://ndownloader.figshare.com/files/2094237"], "description"=>"<p>Left images strain prior to sample failure; right images maximum sample strain).</p>", "links"=>[], "tags"=>["splitting", "Digital Image Correlation", "Fiber Reinforced Cement", "fiber reinforcements", "field strain", "measurement method", "image correlation", "DIC measurement technique", "fiber reinforcement materials", "sample failure"], "article_id"=>1435512, "categories"=>["Biological Sciences"], "users"=>["Garrett W. Melenka", "Jason P. Carey"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0128644.g012", "stats"=>{"downloads"=>0, "page_views"=>23, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Example_strain_field_of_cement_samples_of_Nycon_RC_Fibers_/1435512", "title"=>"Example strain field of cement samples of Nycon RC Fibers.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-06-03 04:12:29"}
  • {"files"=>["https://ndownloader.figshare.com/files/2094241"], "description"=>"<p>Left images strain prior to sample failure; right images maximum sample strain).</p>", "links"=>[], "tags"=>["splitting", "Digital Image Correlation", "Fiber Reinforced Cement", "fiber reinforcements", "field strain", "measurement method", "image correlation", "DIC measurement technique", "fiber reinforcement materials", "sample failure"], "article_id"=>1435516, "categories"=>["Biological Sciences"], "users"=>["Garrett W. Melenka", "Jason P. Carey"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0128644.g013", "stats"=>{"downloads"=>1, "page_views"=>8, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Example_strain_field_of_cement_samples_of_Procon_M_Fibers_/1435516", "title"=>"Example strain field of cement samples of Procon M Fibers.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-06-03 04:12:29"}
  • {"files"=>["https://ndownloader.figshare.com/files/2094247"], "description"=>"<p>Load vs time curve for Oil Well G cement.</p>", "links"=>[], "tags"=>["splitting", "Digital Image Correlation", "Fiber Reinforced Cement", "fiber reinforcements", "field strain", "measurement method", "image correlation", "DIC measurement technique", "fiber reinforcement materials", "sample failure"], "article_id"=>1435518, "categories"=>["Biological Sciences"], "users"=>["Garrett W. Melenka", "Jason P. Carey"], "doi"=>"https://dx.doi.org/10.1371/journal.pone.0128644.g014", "stats"=>{"downloads"=>0, "page_views"=>6, "likes"=>0}, "figshare_url"=>"https://figshare.com/articles/_Load_vs_time_curve_for_Oil_Well_G_cement_/1435518", "title"=>"Load vs time curve for Oil Well G cement.", "pos_in_sequence"=>0, "defined_type"=>1, "published_date"=>"2015-06-03 04:12:29"}

PMC Usage Stats | Further Information

  • {"unique-ip"=>"8", "full-text"=>"9", "pdf"=>"0", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2015", "month"=>"6"}
  • {"unique-ip"=>"15", "full-text"=>"19", "pdf"=>"4", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"2", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2015", "month"=>"7"}
  • {"unique-ip"=>"14", "full-text"=>"12", "pdf"=>"2", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"8", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2015", "month"=>"8"}
  • {"unique-ip"=>"24", "full-text"=>"23", "pdf"=>"2", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"1", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2015", "month"=>"9"}
  • {"unique-ip"=>"21", "full-text"=>"17", "pdf"=>"1", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"6", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2015", "month"=>"10"}
  • {"unique-ip"=>"8", "full-text"=>"8", "pdf"=>"5", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"1"}
  • {"unique-ip"=>"12", "full-text"=>"13", "pdf"=>"4", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"1", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"2"}
  • {"unique-ip"=>"17", "full-text"=>"14", "pdf"=>"5", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2015", "month"=>"11"}
  • {"unique-ip"=>"19", "full-text"=>"14", "pdf"=>"4", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"11", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2015", "month"=>"12"}
  • {"unique-ip"=>"8", "full-text"=>"8", "pdf"=>"1", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"7", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"3"}
  • {"unique-ip"=>"11", "full-text"=>"14", "pdf"=>"1", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"4"}
  • {"unique-ip"=>"10", "full-text"=>"9", "pdf"=>"6", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"1", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"5"}
  • {"unique-ip"=>"12", "full-text"=>"9", "pdf"=>"8", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"9", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"6"}
  • {"unique-ip"=>"13", "full-text"=>"12", "pdf"=>"0", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"6", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"7"}
  • {"unique-ip"=>"15", "full-text"=>"15", "pdf"=>"1", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"1", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"8"}
  • {"unique-ip"=>"13", "full-text"=>"15", "pdf"=>"2", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"16", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"9"}
  • {"unique-ip"=>"18", "full-text"=>"16", "pdf"=>"5", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"1", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"10"}
  • {"unique-ip"=>"7", "full-text"=>"4", "pdf"=>"3", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"1", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"11"}
  • {"unique-ip"=>"6", "full-text"=>"5", "pdf"=>"7", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"21", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2016", "month"=>"12"}
  • {"unique-ip"=>"6", "full-text"=>"6", "pdf"=>"0", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"1"}
  • {"unique-ip"=>"9", "full-text"=>"8", "pdf"=>"2", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"2"}
  • {"unique-ip"=>"8", "full-text"=>"8", "pdf"=>"1", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"3"}
  • {"unique-ip"=>"8", "full-text"=>"8", "pdf"=>"1", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"3", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"4"}
  • {"unique-ip"=>"17", "full-text"=>"16", "pdf"=>"7", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"5"}
  • {"unique-ip"=>"7", "full-text"=>"6", "pdf"=>"4", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"6"}
  • {"unique-ip"=>"7", "full-text"=>"4", "pdf"=>"4", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"2", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"7"}
  • {"unique-ip"=>"13", "full-text"=>"12", "pdf"=>"3", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"8"}
  • {"unique-ip"=>"12", "full-text"=>"9", "pdf"=>"8", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"9"}
  • {"unique-ip"=>"10", "full-text"=>"8", "pdf"=>"3", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"8", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"10"}
  • {"unique-ip"=>"14", "full-text"=>"12", "pdf"=>"7", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"1", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"11"}
  • {"unique-ip"=>"10", "full-text"=>"5", "pdf"=>"7", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2017", "month"=>"12"}
  • {"unique-ip"=>"8", "full-text"=>"8", "pdf"=>"0", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"1", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2018", "month"=>"1"}
  • {"unique-ip"=>"11", "full-text"=>"10", "pdf"=>"1", "abstract"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2018", "month"=>"3"}
  • {"unique-ip"=>"6", "full-text"=>"7", "pdf"=>"2", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2019", "month"=>"1"}
  • {"unique-ip"=>"15", "full-text"=>"17", "pdf"=>"2", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2018", "month"=>"12"}
  • {"unique-ip"=>"9", "full-text"=>"10", "pdf"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2018", "month"=>"11"}
  • {"unique-ip"=>"10", "full-text"=>"9", "pdf"=>"1", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2018", "month"=>"4"}
  • {"unique-ip"=>"3", "full-text"=>"3", "pdf"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2018", "month"=>"6"}
  • {"unique-ip"=>"7", "full-text"=>"7", "pdf"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2018", "month"=>"5"}
  • {"unique-ip"=>"9", "full-text"=>"9", "pdf"=>"1", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2018", "month"=>"7"}
  • {"unique-ip"=>"6", "full-text"=>"6", "pdf"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2018", "month"=>"8"}
  • {"unique-ip"=>"9", "full-text"=>"7", "pdf"=>"3", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2018", "month"=>"10"}
  • {"unique-ip"=>"14", "full-text"=>"14", "pdf"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2018", "month"=>"9"}
  • {"unique-ip"=>"13", "full-text"=>"13", "pdf"=>"2", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2019", "month"=>"2"}
  • {"unique-ip"=>"4", "full-text"=>"4", "pdf"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2019", "month"=>"3"}
  • {"unique-ip"=>"8", "full-text"=>"7", "pdf"=>"1", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2019", "month"=>"4"}
  • {"unique-ip"=>"20", "full-text"=>"22", "pdf"=>"6", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2019", "month"=>"5"}
  • {"unique-ip"=>"8", "full-text"=>"10", "pdf"=>"0", "scanned-summary"=>"0", "scanned-page-browse"=>"0", "figure"=>"0", "supp-data"=>"0", "cited-by"=>"0", "year"=>"2019", "month"=>"8"}

Relative Metric

{"start_date"=>"2015-01-01T00:00:00Z", "end_date"=>"2015-12-31T00:00:00Z", "subject_areas"=>[]}
Loading … Spinner
There are currently no alerts