Structural performance of textile reinforced concrete sandwich panels under axial and transverse load
Source abstract
Abstract
Abstract The performance of textile reinforced concrete composite panels (TRCCPs) under the action of pseudo-static load up to collapse was evaluated. The test of TRCCPs under axial and transverse loading was conducted, and the results were compared with those for steel wire mesh reinforced-concrete composite panels (SMRCCPs). Ceram-site concrete was utilized as the panel matrix owing to its lightweight and insulation characteristics. The ultimate load bearing capacity, load-deformation and load-strain relationships, and failure modes were discussed and investigated in comparison with the findings of non-linear finite-element-model (FEM) analysis and the analytic method on the basis of the reinforced concrete (RC) theory. The analysis results indicate that TRCCP is suitable for use as a potential structural member for a wall or slab system of buildings, and the typical RC theory can be applied to predict the ultimate load bearing capacity if modified suitably.
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Research context
OpenAlex topics: Masonry and Concrete Structural Analysis · Structural Analysis of Composite Materials · Structural Analysis and Optimization
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
School of transport and civil engineering , Nantong University , Nantong , China ; Tel.: +86 513 85012653
School of transport and civil engineering , Nantong University , Nantong , China
College of Civil Engineering , Nanjing Tech University , Nanjing , China ; Tel.: +86 25 58139869
National and Local Joint Engineering Research Center of Technical Fiber Composites for Safety and Protection , Nantong University , Nantong , China
College of Civil Engineering , Nanjing Tech University , Nanjing , China
References (38)
Show source-provided references
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