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.

中文翻译：

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纺织纤维混凝土夹芯板在轴向和横向荷载下的结构性能。

评估了纺织品增强混凝土复合板（TRCCP）在拟静载荷作用下直至坍塌的性能。进行了TRCCPs在轴向和横向载荷下的测试，并将结果与​​钢丝网增强混凝土组合面板（SMRCCPs）进行了比较。陶土现场的混凝土由于其轻巧和绝缘的特性而被用作面板基质。与非线性有限元模型（FEM）的分析结果和基于钢筋混凝土的分析方法相比较，讨论并研究了极限承载力，载荷-变形和载荷-应变关系以及破坏模式。具体（RC）理论。分析结果表明，TRCCP适合用作建筑物墙或板系统的潜在结构构件，