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An investigation into the influence of geometry on compressed earth building blocks using finite element analysis

机译:用有限元分析对几何结构对压缩土构建块的影响

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摘要

This paper presents a parametric investigation into the influence of geometry on the compressive and flexural strength of un-stabilised compressed earth blocks (CEBs). Three CEBs with dissimilar geometric properties were manufactured and subjected to physical testing and Finite Element Analysis (FEA) using ANSYS Workbench 19.1. The compressive and flexural strength of the CEBs were shown to be dependent on their geometric properties and ranged from 3.74 to 6.73 MPa and 0.63-1.31 MPa respectively. A modified Solid65 element command was utilised within the FEA and was shown to successfully replicate the non-linear elasto-plastic behaviour observed in physical testing. (C) 2020 Elsevier Ltd. All rights reserved.
机译:本文介绍了几何形状对未稳定压缩地球块(CEBS)的压缩和弯曲强度的影响的参数调查。使用ANSYS Workbench 19.1制造并进行具有不同几何特性的三种CEB,并经受物理测试和有限元分析(FEA)。 CEBS的压缩和弯曲强度显示在其几何特性上,分别从3.74-6.73MPa和0.63-1.31MPa的范围内。在FEA内使用修改的固体65元素命令,并显示成功复制了在物理测试中观察到的非线性弹性塑性行为。 (c)2020 elestvier有限公司保留所有权利。

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