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采用ANSYS软件,建立了钢筋混凝土简支梁的有限元单元模型,计算了混凝土裂缝宽度与跨中挠度,并对有限元分析结果和实验结果进行了对比分析,得出的结论有助于钢筋混凝土简支梁受力性能的进一步研究。
The finite element model of reinforced concrete simply supported beam was established by ANSYS software. The crack width and midspan deflection of concrete were calculated. The results of finite element analysis and experimental results were contrastively analyzed. The conclusions are helpful to the reinforced concrete Further research on the behavior of simply supported beams.