基于ANSYS的CFRP加固钢筋混凝土梁正截面抗弯模拟

Simulation on bending load capcity of RC beam strengthened by CFRP based on ANSYS

用ANSYS方法,对碳纤维混凝土进行了正截面抗弯拉计算机仿真模拟,并将模拟计算结果与试验数据进行了对比分析,二者相符较好,从而为碳纤维混凝土抗弯强度研究提供了有效便捷的手段。

The normal section bending load capacity of RC beam strengthened by CFRP is simulated by ANSYS.Contrasting the results of simulation with the experimental data shows that they are well correspondent,thereby it provides an effective and convenient method for studies on RC beam strengthened by CFRP.