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钢箱—混凝土组合梁正截面承载力的初步研究

RESEARCH ON BEARING CAPACITY OF STEEL BOX?CONCRETE COMPOSITE BEAMS

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【作者】 钟新谷舒小娟郑玉国袁帅华邹中权

【Author】 Zhong Xingu Shu Xiaojuan Zheng Yuguo Yuan Shuaihua Zou Zhongquan (Xiangtan Polytechnic University)

【机构】 湘潭工学院湘潭工学院

【摘要】 基于方钢管混凝构件和箱形梁的特性 ,提出了钢箱—混凝土组合截面梁 ,并给出了正截面极限承载力计算方法 ,根据使用条件 ,提出了可能的截面形式。完成了一根梁的初步试验研究 ,并与某特大桥的主梁进行了综合比较 ,综合分析表明钢箱—混凝土组合截面梁具有良好的应用前景。

【Abstract】 The steel box concrete composite beam is proposed in the paper;it is a new type of structure It is based on the behavior of concrete filled steel tubular members with square section and box girder A formula for ultimate bearing capacity of normal section is derived At same time,a piece of composite beam is tested in the laboratory A load deflection curve is obtained;it is basically agreed with that of the theoretical one A synthetical comparison is made with the main girder of an extra long span bridge The study shows that the steel box concrete composite beam has a good prospect

【基金】 湖南省自然科学基金资助 (0 1JJY2 0 4 9)
  • 【分类号】U441
  • 【被引频次】56
  • 【下载频次】323
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