Structural performance of textile reinforced concrete sandwich panels under axial and transverse load
نویسندگان
چکیده
Abstract The performance of textile reinforced concrete composite panels (TRCCPs) under the action pseudo-static load up to collapse was evaluated. test TRCCPs axial and transverse loading conducted, results were compared with those for steel wire mesh reinforced-concrete (SMRCCPs). Ceram-site utilized as panel matrix owing its lightweight insulation characteristics. ultimate bearing capacity, load-deformation load-strain relationships, failure modes discussed investigated in comparison findings non-linear finite-element-model (FEM) analysis analytic method on basis (RC) theory. indicate that TRCCP is suitable use a potential structural member wall or slab system buildings, typical RC theory can be applied predict capacity if modified suitably.
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ژورنال
عنوان ژورنال: Reviews on Advanced Materials Science
سال: 2021
ISSN: ['1605-8127', '1606-5131']
DOI: https://doi.org/10.1515/rams-2021-0015