On design of composite beams with concrete cracking

机译：混凝土开裂组合梁的设计

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The paper deals with behaviour of steel-concrete composite girders under negative moment. The experimental measurements on the specimens of composite girder acting with slab under tension are presented. Further, the non-linear analysis of 3D finite element analysis has been executed. Experimental results are then confronted with values obtained from both the non-linear analysis and a simplified design method.

机译：本文研究了钢-混凝土组合梁在负弯矩作用下的性能。提出了在拉力作用下的平板作用下的组合梁的试验测量。此外，已经执行了3D有限元分析的非线性分析。然后，实验结果将面临从非线性分析和简化设计方法获得的值。

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来源
《EUR 21431; Final Conference of Cost Action C12; 20050120-22; Innsbruck(AT)》|2005年|P.441-446|共6页
会议地点 Innsbruck(AT)
作者
J. Bujnak; J. Odrobinak;
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作者单位

University of Zilina, Faculty of Civil Engineering, Zilina, Slovakia;

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原文格式 PDF
正文语种 eng
中图分类建筑结构;
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On design of composite beams with concrete cracking

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