Examining Mechanical Properties of Strengthened Aerated Concrete Masonry Walls

砖石建筑 蒸压加气混凝土 结构工程 材料科学 岩土工程 无筋砌体房屋 法律工程学 复合材料 工程类 土木工程
作者
Süleyman Kamil Akın,Muhammet Boztaş
出处
期刊:Case Studies in Construction Materials [Elsevier]
卷期号:20: e02804-e02804 被引量:3
标识
DOI:10.1016/j.cscm.2023.e02804
摘要

Masonry structures primarily rely on their walls as the principal load-bearing components. The walls are brittle materials such as natural stone, sandstone and brick. The walls of masonry structures have lack of the deformation capacity and to resist the tensile stresses caused by earthquake forces, settlement of foundation, and so on. To avoid loss in bearing capacity or to have more strength against lateral loads, during the production or after some precautions can be taken. The aim of this study is to investigate the behavior of strengthened aerated concrete walls by clamps. Six samples were tested under diagonal compression. All tested samples were knitted with mortar advised by the aerated concrete producer. The left five samples were knitted using different orientation of clamps and anchors made out of Ø12 deformed bars and welded plates. According to the experimental test results, it was observed that the interconnection of aerated concrete blocks with different combinations had increased stiffness, energy consumption capacity, and load bearing capacity of the walls. In addition to the brittle behavior of the reference specimen, the strengthened wall specimens have exhibited more ductile behavior.

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