Abstract：A simple constitutive model was developed to calculate the in-plane stresses of multi-ribbed composite walls subject to cyclic loadings. The equivalent strain concept was used to develop the macro in-plane model for masonry walls with the in-plane model then implemented in plane-stress finite elements. The in-plane model and a fiber model were then combined to simulate the stresses in multi-ribbed composite walls. The results show that the model accurately simulates the stresses in a multi-ribbed composite wall under plane stresses. The accurate results fully reflect the macroscopic phenomena in the masonry components and the stress distribution cloud diagram in the masonry structure is more intuitive. These results verify the accuracy and applicability of the model.
孙静, 王昆鹏. 基于等效单轴应变的平面模型及其在密肋复合墙板中的应用[J]. 清华大学学报（自然科学版）, 2018, 58(10): 865-871.
SUN Jing, WANG Kunpeng. In-plane model for masonry based on the equivalent strain concept. Journal of Tsinghua University(Science and Technology), 2018, 58(10): 865-871.
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2018, Vol. 58 
