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外包钢组合梁抗弯性能的仿真模拟

THE ANALOG SIMULATION OF THE STEEL-ENCASED CONCRETE COMPOSITE BEAMS

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【作者】 王伟梁力张道明

【Author】 WANG Wei,LIANG Li,ZHANG Dao-ming School of Resource & Civil Engineering,Northeastern University,Shenyang 110004,China

【机构】 东北大学资源与土木工程学院东北大学资源与土木工程学院 辽宁沈阳110004辽宁沈阳110004

【摘要】 应用ANSYS软件对外包钢组合梁从加载到破坏全过程的受力性能进行了分析。计算结果与已有试验结果吻合,证明采用本模型分析组合梁非线性问题是可行的。经过与普通钢筋混凝土的对比,证明了这种组合梁受力性能的优越性。

【Abstract】 Based on ANSYS programs,the whole work course from loading to destroying of the steel-encased concrete composite beams was studied in this paper.The calculation and the experimental results show that the model provided is correct and convenient for the analyzing of the composite beams. Comparing the steel-encased concrete composite beam with the common armoured concrete beam it was proved that the steel-encased concrete composite beam has better capability in bearing load.

  • 【文献出处】 低温建筑技术 ,Low Temperature Architecture Technology , 编辑部邮箱 ,2006年06期
  • 【分类号】TU398.9
  • 【被引频次】4
  • 【下载频次】88
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