Structural performance of textile reinforced concrete sandwich panels under axial and transverse load

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 composit...

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Bibliographic Details
Published inReviews on advanced materials science Vol. 60; no. 1; pp. 64 - 79
Main Authors Hong, Junqing, Zhang, Shaofeng, Fang, Hai, Xu, Xunqian, Xie, Honglei, Wang, Yuntian
Format Journal Article
LanguageEnglish
Published De Gruyter 01.01.2021
Subjects
Analytic method
Composite panel
Reinforced concrete
Sandwich panel
Textile reinforced concrete
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Summary: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.
ISSN:1605-8127
1605-8127
DOI:10.1515/rams-2021-0015