Dynamic response of an interlocking plastic-block wall with opening

IF 0.9 4区 材料科学 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Journal of Mechanics of Materials and Structures Pub Date : 2024-07-18 DOI:10.2140/jomms.2024.19.595
Mehran Sudheer, Majid Ali
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Abstract

The failure of unreinforced masonry structures (e.g., a collapse) because of their vulnerability to earthquake action poses an actual threat to human life. Researchers have investigated many mortar-free interlocking techniques. But the mass of interlocking blocks is a point of concern. The interlocking plastic-blocks are lighter in weight, possibly causing a lesser lateral force during the strong ground motions. However, the dynamic response of such structures is unknown. Therefore, the objective of this research is to examine the dynamic behavior of the scaled down model of the interlocking plastic-block wall having window in comparison with a model of an unreinforced masonry wall with the same elevation dimensions. Two dynamic tests, i.e., snapback and harmonic loading, are conducted in the out-of-plane direction. From the snapback test, the fundamental dynamic characteristics i.e., fundamental frequencies and damping ratios are experimentally determined. For learnt frequencies from snapback tests, three harmonic loadings are applied one by one using a locally developed unidirectional shake table. Acceleration time and displacement time histories are used to study the behavior of walls. Base shear displacement curves are used to determine energy absorption. Empirical equations are established by taking into consideration the input loading parameters, wall height, and geometry of interlocking blocks. It is found that the interlocking plastic-block wall is more resistant to unidirectional lateral loading when compared with a masonry wall.

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带开口的互锁塑料砖墙的动态响应
未加固的砌体结构由于容易受到地震作用的影响而失效(如倒塌),对人类生命构成实际威胁。研究人员已经对许多无砂浆连锁技术进行了研究。但联锁砌块的质量是一个令人担忧的问题。互锁塑料砌块的重量较轻,在强烈地动时可能产生较小的侧向力。然而,这种结构的动态响应尚不清楚。因此,本研究的目的是将带窗户的互锁塑料砖墙的缩小模型与具有相同标高尺寸的无筋砌体墙的模型进行比较,以检查其动态行为。在平面外方向进行了两种动态测试,即反弹和谐波加载。通过回弹试验,实验确定了基本动态特性,即基频和阻尼比。对于从回弹试验中学习到的频率,则使用本地开发的单向振动台逐一施加三次谐波载荷。利用加速时间和位移时间历程来研究墙体的行为。基底剪切位移曲线用于确定能量吸收。通过考虑输入加载参数、墙体高度和联锁砌块的几何形状,建立了经验方程。研究发现,与砌体墙相比,互锁塑料砌块墙更能抵抗单向侧向荷载。
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来源期刊
Journal of Mechanics of Materials and Structures
Journal of Mechanics of Materials and Structures 工程技术-材料科学:综合
CiteScore
1.40
自引率
0.00%
发文量
8
审稿时长
3.5 months
期刊介绍: Drawing from all areas of engineering, materials, and biology, the mechanics of solids, materials, and structures is experiencing considerable growth in directions not anticipated a few years ago, which involve the development of new technology requiring multidisciplinary simulation. The journal stimulates this growth by emphasizing fundamental advances that are relevant in dealing with problems of all length scales. Of growing interest are the multiscale problems with an interaction between small and large scale phenomena.
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