EFFECTS OF STEEL MATERIAL ON THE ULTIMATE BEHAVIOUR OF PLATE GIRDERS

机译：钢材对板梁极限性能的影响

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In the paper the effects of horizontal-stiffener-end-gap. stiffener size and steel material are studied on ultimate behaviour of plate girders. The analysis is completed by experimentally verified finite element models. Five behaviour modes are determined. The main focus is on the application of new structural steel material; the improved behaviour by advanced, low-yield-ratio steel is emphasised.

机译：在本文中，水平加劲肋间隙的影响。研究了加劲肋尺寸和钢材对板梁的最终性能的影响。通过实验验证的有限元模型完成了分析。确定了五个行为模式。主要重点是新型结构钢材料的应用。强调了先进的低屈服比钢的改善性能。

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《Third International Conference on Coupled Instabilities in Metal Structures CIMS'2000, 3rd, Sep 21-23, 2000, Lisbon-Portugal》|2000年|p.571-578|共8页
会议地点 Lisbon(PT);Lisbon(PT)
作者
J. NEZOe; L. DUNAI;
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作者单位

Technical University of Budapest, Mueegyetem rkp. 5-7. Budapest, H-1111, HUNGARY;

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原文格式 PDF
正文语种 eng
中图分类建筑科学;
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EFFECTS OF STEEL MATERIAL ON THE ULTIMATE BEHAVIOUR OF PLATE GIRDERS

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