赵志平. 钢筋混凝土梁抗弯性能的数值模拟[J]. 力学与实践, 2007, 29(3): 56-60. DOI: 10.6052/1000-0992-2006-117
引用本文: 赵志平. 钢筋混凝土梁抗弯性能的数值模拟[J]. 力学与实践, 2007, 29(3): 56-60. DOI: 10.6052/1000-0992-2006-117
NUMERICAL SIMULATION ON BENDING-RESISTANCE OF REINFORCED CONCRETE BEAMS[J]. MECHANICS IN ENGINEERING, 2007, 29(3): 56-60. DOI: 10.6052/1000-0992-2006-117
Citation: NUMERICAL SIMULATION ON BENDING-RESISTANCE OF REINFORCED CONCRETE BEAMS[J]. MECHANICS IN ENGINEERING, 2007, 29(3): 56-60. DOI: 10.6052/1000-0992-2006-117

钢筋混凝土梁抗弯性能的数值模拟

NUMERICAL SIMULATION ON BENDING-RESISTANCE OF REINFORCED CONCRETE BEAMS

  • 摘要: 摘 要:利用大型通用有限元软件ANSYS10.0,首先对钢筋混凝土试件梁采用了三维的建模方式,然后对其抗弯性能进行了非线性数值模拟,所模拟的量包括各临界荷载、挠度、应力分布、中和轴的移动等,模拟结果与实测值吻合得很好。该方法可以用来分析钢筋混凝土梁板构件的承载能力,也可以应用在某些院校的教学中。

     

    Abstract: Abstract:The anti-bending function of the reinforced concrete beam is simulated by using ANSYS 10.0 software. The modeling of reinforced concrete beam is three – dimensional. The simulated quantity includes critical loads, deflection, stress distribution, movement of neutral axis and so on. As a result, the value of the yield load and the ultimate load are consisted with the actual loads .The method may be used to simulate the load capacity of RC beams (slabs), or used in teaching of some colleges.

     

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