约束膨胀混凝土的有限元压力估算

K. Yamada, T. Harada, K. Soeda, A. Watanabe
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引用次数: 0

摘要

采用有限元法对受约束膨胀混凝土的压力进行了研究。研究发现,采用有限元法对膨胀混凝土进行简单的弹性计算可以估计膨胀混凝土的压力,弹性模量设为1 ~ 3 GPa,比普通混凝土的弹性模量低一个数量级。通过有限元计算,成功地解释了膨胀混凝土在约束条件下的压力。结果表明,有限元分析是估算各种约束条件下膨胀混凝土压力的有效工具。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
FEM Pressure Estimation of Confined Expansive Concrete
The pressure of expansive concrete under confinement was investigated by the finite element method (FEM). It was found that it was possible to estimate the pressure of expansive concrete by simple elastic calculation using FEM where the elastic modulus was assumed to be 1-3 GPa, which was an order of magnitude lower than that of normal concrete. Experimental data giving the pressure of expansive concrete under confinement was successfully explained by the FEM calculation. It is demonstrated that FEM analysis is a useful tool to estimate the pressure of expansive concrete under various confinement conditions.
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