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Experimental investigation on the out-of-plane response of unreinforced brick walls retrofitted with FRP composites

机译:用FRP复合材料改装未合金砖墙外平面响应的实验研究

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This paper presents a preliminary experimental results of an ongoing investigation on the use of fiber reinforced polymeric (FRP) composites on structural upgrade of unreinforced red brick walls. In this study, both carbon/epoxy and E-glass/epoxy composite systems were evaluated. Four 105" × 105" × 3.7" (267 cm × 267 cm × 7.62 cm) brick walls were tested. The experimental program evolved an as-built wall, two retrofitted walls using carbon/epoxy laminates: one wall retrofitted by two layers of unidirectional laminates [0°]{sub}2 and the other was retrofitted by a cross-ply laminate [0°/90°]{sub}1. The fourth wall was retrofitted using three unidirectional layers of E-glass/epoxy composites [0°]{sub}3. In all tests, the composite laminates were applied only to one side (tension side) of the brick wall specimens. The experimental results indicated that a significant strength could be achieved by using few composite laminates. An analytical model was developed to predict the ultimate load of the tested specimens. The analytical modeling is bared on deformation compatibility and force equilibrium using simple section analysis procedure.
机译:本文介绍了持续调查使用纤维增强聚合物(FRP)复合材料对未原始的红砖墙结构升级的持续调查。在该研究中,评估碳/环氧和E-玻璃/环氧复合体系。测试四个105“×105”×3.7“(267厘米×267cm×7.62厘米)砖墙。实验程序演进了一种使用碳/环氧树脂层压板的壁式墙壁,两层壁改装了两层单向层压板[0°] {sub} 2,另一个由交叉层层压材料(0°/ 90°] {sub} 1改装。第四壁使用三层的电子玻璃/环氧复合材料层改装[ 0°] {sub} 3。在所有测试中,复合层压板仅施加到砖墙样本的一侧(张力侧)。实验结果表明,通过使用少量复合层压材料可以实现显着的强度。分析开发了模型以预测测试标本的最终负荷。使用简单截面分析程序,分析建模在变形兼容性和力平衡上。

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