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跨高比对螺旋肋钢丝预应力空心板延性的影响
引用本文:崔秀琴,;和燕,;杨莹,;安洁杰.跨高比对螺旋肋钢丝预应力空心板延性的影响[J].陕西工学院学报,2008(1):20-24.
作者姓名:崔秀琴  ;和燕  ;杨莹  ;安洁杰
作者单位:[1]焦作大学,河南焦作454003; [2]沁阳建筑工程质量监督站,河南沁阳454550; [3]河南省建设银行造价咨询中心,河南郑州450000
摘    要:运用受弯构件全过程数值分析计算程序,在预应力混凝土空心板截面尺寸及荷载形式相同的情况下,对预应力混凝土空心板进行受力全过程的数值分析,即采用计算机模拟试验的方法,探讨了跨高比对中强螺旋肋钢丝预应力混凝土空心板延性影响的总体规律。

关 键 词:跨高比  中强螺旋肋钢丝  预应力混凝土空心板  延性破坏

Influence of span -height ratio on the ductile property of precast prestressed concrete slab with spiral- rib steel wire
Affiliation:CUI Xiu-qin, HE Yan, YANG Ying, AN Jie-jie( 1. Jiaozuo University, Jiaozuo 454003, China ;2. The Civil Engineering Quality Surveillance Stands of Qinyang, Qinyang 454550, China;3. Construction bank cost of construction consultancy centre of Henan province, 450000, China )
Abstract:In this paper, under the condition of unchanging section sizes of precast prestressed concrete slab and forms of loading, the numerical simulation calculation procedure of member in bending is used and the whole numerical Valne process of precast prestressed concrete slab stress is analyzed. In other words,the computer simulation experiments is performed and study the whole influencing law of span - height ratio to the ductile property of precast prestressed concrete slab with mid - strength spiral - rib steel wire is studied.
Keywords:span - height ratio  mid - strength spiral - rib steel wire  precast prestressed concrete slab  ductile property
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