作者: Ehab Hamed , Oded Rabinovitch
DOI: 10.1061/(ASCE)CC.1943-5614.0000093
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摘要: The structural behavior of masonry walls laterally strengthened with externally bonded composite materials to resist out-of-plane loads is theoretically and experimentally studied. Hollow concrete block solid autoclaved aerated (AAC) are examined. A theoretical model that accounts for the cracking physical nonlinear behavior, debonding layers, arching effect, interfacial stresses, unique modeling aspects wall presented. experimental study includes loading failure 4 2 control walls. analytical results point at lateral strengthening materials. In particular, they reveal explain premature shear in hollow blocks and, on other hand, demonstrate potential fiber-reinforced polymer strengthe...