体外预应力钢-混凝土组合梁受力性能的研究现状与展望

聂建国, 陶慕轩

聂建国, 陶慕轩. 体外预应力钢-混凝土组合梁受力性能的研究现状与展望[J]. 工程力学, 2011, 28(增刊Ⅱ): 129-141,.
引用本文: 聂建国, 陶慕轩. 体外预应力钢-混凝土组合梁受力性能的研究现状与展望[J]. 工程力学, 2011, 28(增刊Ⅱ): 129-141,.
NIE Jian-guo, OU Jin-ping. RESEARCH STATUS AND PERSPECTIVE ON EXTERNALLY PRESTRESSED STEEL-CONCRETE COMPOSITE BEAMS[J]. Engineering Mechanics, 2011, 28(增刊Ⅱ): 129-141,.
Citation: NIE Jian-guo, OU Jin-ping. RESEARCH STATUS AND PERSPECTIVE ON EXTERNALLY PRESTRESSED STEEL-CONCRETE COMPOSITE BEAMS[J]. Engineering Mechanics, 2011, 28(增刊Ⅱ): 129-141,.

体外预应力钢-混凝土组合梁受力性能的研究现状与展望

详细信息
    通讯作者:

    陶慕轩

  • 中图分类号: TU318+.1; TU398

RESEARCH STATUS AND PERSPECTIVE ON EXTERNALLY PRESTRESSED STEEL-CONCRETE COMPOSITE BEAMS

  • 摘要: 体外预应力钢-混凝土组合梁是一种将现代预应力技术和普通钢-混凝土组合梁结合在一起的新型承重构件,与普通钢-混凝土组合梁相比,它主要有六大优点:1) 提高极限承载力;2) 扩大弹性工作范围;3) 提高疲劳和断裂性能;4) 充分利用材料性能,降低结构高度和自重;5) 减小使用荷载下的变形;6) 有利于混凝土裂缝的控制。该文系统综述了国内外学者在体外预应力钢-混凝土组合梁结构方面取得的研究成果,并对有待进一步研究的工作进行了展望。
    Abstract: An externally prestressed steel-concrete composite beam is a new type of structural member combining a steel-concrete composite beam and prestressing technique. Compared with traditional steel-concrete composite beams, prestressed steel-concrete composite beams have six major advantages: 1) increasing the ultimate loading capacity; 2) extending the elastic range of structural behavior; 3) improving the fatigue and fracture behavior; 4) fully utilizing the materials and reducing the structural height and weight; 5) decreasing the deformation under service loading; 6) being helpful to the crack-width control. Based on the review of available research work of externally prestressed steel-concrete composite beams, the research projects to be conducted are proposed.
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出版历程
  • 收稿日期:  2010-08-16
  • 修回日期:  2011-08-14
  • 刊出日期:  2011-12-24

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