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首页> 外文期刊>Masonry international >A Theoretical-Experimental Analysis of Beam Behavior in Structural Masonry
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A Theoretical-Experimental Analysis of Beam Behavior in Structural Masonry

机译：砌体梁行为的理论与试验分析

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摘要

This study presents a theoretical-experimental evaluation of the behavior of reinforced masonry beams consisting of concrete blocks subjected to flexure and shear. Four beams were evaluated in the laboratory. Two of the beams were designed to fail in flexure such that the longitudinal flexural reinforcement yielded resulting in failure of the beam, while with the other two, reinforcement was included to induce a shear type of failure. Finally, a comparison between the experimental results and those predicted according to the standard procedures of Alvenaria Estrutural - Blocos de concreto - Parte 1: Projeto (Structural Masonry - Concrete Blocks - Part 1: Design) and ACI 530-05:2007 (Building Code Requirements for Masonry Structures) was undertaken.
机译：这项研究提出了对受弯折和剪切力作用的混凝土砌块组成的加筋砌筑梁进行性能的理论-实验评估。在实验室评估了四束光。设计中的两个梁发生弯曲破坏，以使纵向抗弯钢筋屈服导致梁破坏，而其他两个梁则包括钢筋，以引起剪切型破坏。最后，将实验结果与根据Alvenaria Estrutural-Blocos de concreto-Part 1：Projeto（结构砌体-混凝土砌块-第1部分：设计）和ACI 530-05：2007（建筑规范）的标准程序预测的结果进行比较。进行了砌体结构的要求。

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