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钢-混凝土组合梁的抗扭特点
引用本文:聂建国,唐亮. 钢-混凝土组合梁的抗扭特点[J]. 建筑钢结构进展, 2006, 8(5): 30-34
作者姓名:聂建国  唐亮
作者单位:清华大学,土木工程系,结构与振动教育部重点实验室,北京,100084;清华大学,土木工程系,结构与振动教育部重点实验室,北京,100084
摘    要:钢-混凝土组合梁能充分发挥混凝土抗压强度高、钢材抗拉性能好的优势,近年来,在我国已得到了越来越广泛的应用。相比抗弯曲性能,目前对组合梁扭转性能的研究还很少。然而,在建筑及桥梁结构中,组合梁受扭转作用是不少的。本文介绍了开口截面组合梁和箱形组合梁的极限抗扭特点及已有的研究成果,并指出了需要进一步研究的问题。

关 键 词:开口截面组合梁  箱形组合梁  抗扭  研究
文章编号:0670-9379(2006)05-0030-05
收稿时间:2006-06-06
修稿时间:2006-06-06

Torsional Characteristics of Steel-Concrete Composite Beams
NIE Jian-guo,TANG Liang. Torsional Characteristics of Steel-Concrete Composite Beams[J]. Progress in Steel Building Structures, 2006, 8(5): 30-34
Authors:NIE Jian-guo  TANG Liang
Abstract:Composite steel-concrete beams combine the high-strength performance of structural steel with the stiffness and compressive strength inherent in concrete. As each material can be used to its best advantage, composite beams show economy in overall cost and are fast to construct. For these reasons they have become increasing popular. In buildings and bridges composite beams sometime are subjected to torsion. However, insufficient research has been done in this field. This paper presents the progress in research on the torsional characteristics of steel-concrete composite beams with open sections and composite box girders, and indicates some problems needed to be further studied.
Keywords:steel-concrete composite beams with open sections  composite box girders  torsion  research
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