钢-竹组合柱有限元分析

摘要

The finite element calculation model of the steel and bamboo comPosite column was established by the finite element analysis software ABAqUS,and geometric nonlinear and material nonlinear was considered. The mechanical ProPerties of the steel and bamboo comPosite column were analyzed. It exPlores the imPact of different steel board thinkness uPon comPosite structure bearing caPability. It can Provide the reference for the further research of the steal and bamboo comPosite structure.%运用 ABAqUS 有限元分析软件，建立了钢—竹组合柱的有限元计算模型，考虑几何非线性和材料非线性，分析了钢—竹组合柱的力学性能，探讨了不同钢板厚度对组合结构承载力的影响，为钢—竹组合结构的深入研究提供参考。