Experimental and numerical evaluations of composite concrete-to-concrete interfacial shear strength under horizontal and normal stresses
Effects of different surface textures on the interface shear strength, interface slip, and failure modes of the concrete-to-concrete bond are examined through finite element numerical model and experimental methods in the presence of the horizontal load with 'push-off' technique under diff...
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Published in | PloS one Vol. 16; no. 5; p. e0252050 |
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Main Authors | , , , , , , , |
Format | Journal Article |
Language | English |
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United States
Public Library of Science
20.05.2021
Public Library of Science (PLoS) |
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Abstract | Effects of different surface textures on the interface shear strength, interface slip, and failure modes of the concrete-to-concrete bond are examined through finite element numerical model and experimental methods in the presence of the horizontal load with 'push-off' technique under different normal stresses. Three different surface textures are considered; smooth, indented, and transversely roughened to finish the top surfaces of the concrete bases. In the three-dimensional modeling via the ABAQUS solver, the Cohesive Zone Model (CZM) is used to simulate the interface shear failure. It is observed that the interface shear strength increases with the applied normal stress. The transversely roughened surface achieves the highest interface shear strength compared with those finished with the indented and smooth approaches. The smooth and indented surfaces are controlled by the adhesive failure mode while the transversely roughened surface is dominated by the cohesive failure mode. Also, it is observed that the CZM approach can accurately model the interface shear failure with 3-29% differences between the modeled and the experimental test findings. |
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AbstractList | Effects of different surface textures on the interface shear strength, interface slip, and failure modes of the concrete-to-concrete bond are examined through finite element numerical model and experimental methods in the presence of the horizontal load with 'push-off' technique under different normal stresses. Three different surface textures are considered; smooth, indented, and transversely roughened to finish the top surfaces of the concrete bases. In the three-dimensional modeling via the ABAQUS solver, the Cohesive Zone Model (CZM) is used to simulate the interface shear failure. It is observed that the interface shear strength increases with the applied normal stress. The transversely roughened surface achieves the highest interface shear strength compared with those finished with the indented and smooth approaches. The smooth and indented surfaces are controlled by the adhesive failure mode while the transversely roughened surface is dominated by the cohesive failure mode. Also, it is observed that the CZM approach can accurately model the interface shear failure with 3-29% differences between the modeled and the experimental test findings. |
Audience | Academic |
Author | Mohamad, M E Kueh, A B H Al-Fasih, M Yahya Ahmad, Y Mohamed, R N Ariffin, M A Mohd Sarbini, N N Ibrahim, I S |
AuthorAffiliation | China University of Mining and Technology, CHINA 3 School of Engineering and Technology, University College of Technology Sarawak, Sibu, Sarawak, Malaysia 4 Faculty of Engineering, School of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Johor, Malaysia 2 Office of Education, Sana’a, Yemen 5 Faculty of Engineering, Department of Civil Engineering, Universiti Malaysia Sarawak, Kota Samarahan, Sarawak, Malaysia 1 Faculty of Engineering, Forensic Engineering Centre (FEC), Institute of Smart Infrastructure and Innovative Construction (ISIIC), School of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Johor, Malaysia |
AuthorAffiliation_xml | – name: 2 Office of Education, Sana’a, Yemen – name: 4 Faculty of Engineering, School of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Johor, Malaysia – name: 5 Faculty of Engineering, Department of Civil Engineering, Universiti Malaysia Sarawak, Kota Samarahan, Sarawak, Malaysia – name: 3 School of Engineering and Technology, University College of Technology Sarawak, Sibu, Sarawak, Malaysia – name: China University of Mining and Technology, CHINA – name: 1 Faculty of Engineering, Forensic Engineering Centre (FEC), Institute of Smart Infrastructure and Innovative Construction (ISIIC), School of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Johor, Malaysia |
Author_xml | – sequence: 1 givenname: M Yahya orcidid: 0000-0002-8805-2918 surname: Al-Fasih fullname: Al-Fasih, M Yahya organization: Office of Education, Sana'a, Yemen – sequence: 2 givenname: M E surname: Mohamad fullname: Mohamad, M E organization: School of Engineering and Technology, University College of Technology Sarawak, Sibu, Sarawak, Malaysia – sequence: 3 givenname: I S surname: Ibrahim fullname: Ibrahim, I S organization: Faculty of Engineering, Forensic Engineering Centre (FEC), Institute of Smart Infrastructure and Innovative Construction (ISIIC), School of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Johor, Malaysia – sequence: 4 givenname: Y surname: Ahmad fullname: Ahmad, Y organization: Faculty of Engineering, Forensic Engineering Centre (FEC), Institute of Smart Infrastructure and Innovative Construction (ISIIC), School of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Johor, Malaysia – sequence: 5 givenname: M A Mohd surname: Ariffin fullname: Ariffin, M A Mohd organization: Faculty of Engineering, Forensic Engineering Centre (FEC), Institute of Smart Infrastructure and Innovative Construction (ISIIC), School of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Johor, Malaysia – sequence: 6 givenname: N N surname: Sarbini fullname: Sarbini, N N organization: Faculty of Engineering, Forensic Engineering Centre (FEC), Institute of Smart Infrastructure and Innovative Construction (ISIIC), School of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Johor, Malaysia – sequence: 7 givenname: R N surname: Mohamed fullname: Mohamed, R N organization: Faculty of Engineering, School of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Johor, Malaysia – sequence: 8 givenname: A B H surname: Kueh fullname: Kueh, A B H organization: Faculty of Engineering, Department of Civil Engineering, Universiti Malaysia Sarawak, Kota Samarahan, Sarawak, Malaysia |
BackLink | https://www.ncbi.nlm.nih.gov/pubmed/34015027$$D View this record in MEDLINE/PubMed |
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CitedBy_id | crossref_primary_10_3389_fmats_2021_723684 crossref_primary_10_1007_s12205_022_1173_3 crossref_primary_10_3390_constrmater4010010 crossref_primary_10_1080_01694243_2023_2240588 crossref_primary_10_1016_j_istruc_2023_05_008 crossref_primary_10_1016_j_ijadhadh_2024_103743 crossref_primary_10_1016_j_jobe_2023_108391 |
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Copyright | COPYRIGHT 2021 Public Library of Science 2021 Al-Fasih et al. This is an open access article distributed under the terms of the Creative Commons Attribution License: http://creativecommons.org/licenses/by/4.0/ (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. 2021 Al-Fasih et al 2021 Al-Fasih et al |
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SubjectTerms | Approximation Building codes Cast in place Civil engineering Composite materials Computer programs Concrete Concrete construction Concrete slabs Concrete structures Construction Crack propagation Drafting software Electronic mail Engineering and Technology Evaluation Forensic engineering Forensic science Fracture mechanics Friction Infrastructure Interfacial shear strength Mechanical properties Physical Sciences Precast concrete Reinforced concrete Reinforcing steels Research and Analysis Methods Roughness Shear (Mechanics) Shear strength Software Strength of materials Technology Testing Vertical forces Visualization |
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Title | Experimental and numerical evaluations of composite concrete-to-concrete interfacial shear strength under horizontal and normal stresses |
URI | https://www.ncbi.nlm.nih.gov/pubmed/34015027 https://www.proquest.com/docview/2529908410 https://search.proquest.com/docview/2531222244 https://pubmed.ncbi.nlm.nih.gov/PMC8136660 https://doaj.org/article/c001a9bec6bd4e48af73f9d282a8dd6c http://dx.doi.org/10.1371/journal.pone.0252050 |
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