考虑折点半径的折线先张梁钢铰线力学性能试验研究
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住房和城乡建设部科学技术项目计划(2011-K2-23);湖北省教育厅青年教师千人计划(XD2012144)


Experimental Analysis on Steel Strand Mechanical Property Considering the Affection of Guiding Radius in the Polyline Pretensioned Beams
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    摘要:

    基于折线配筋先张梁现有弯起器导向半径较小而导致钢绞线在起弯点形成“折点”的不足,选用特定半径与弯折角度,设计相应试验方案,研究了不同导向半径R与不同弯折角度θ条件下,弯起器对钢绞线极限强度、延性性能、摩阻系数的影响规律,并深入分析了试验现象与影响规律的产生机理,得出弯起器导向半径R在满足结构尺寸与构造要求前提下应尽量取大值,受限时也不宜小于100 mm的结论;同时以试验数据为基础,提出了考虑不同导向半径R影响的弯起器摩阻预应力损失的统一计算公式。

    Abstract:

    Based on the fact that existing bend component is tend to produce inflection point on the steel strand by its small radius, the experiment is designed to study the influence of steel strand mechanical properties by bend component with specific radius R and bending angle θ. The law and mechanism of ultimate strength, ductility of steel strand and prestressing loss due to friction affected by R and θ is analyzed detailly. The results show that the radius of bend component should be as large as possible to improve the mechanical property of steel strand, and it shouldn't less than 100mm when the size is limited. In addition, the uniform calculating formulas of prestressing loss due to friction is presented based on experiment data, which take the affection factor of R into account.

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黄文雄,谭利英.考虑折点半径的折线先张梁钢铰线力学性能试验研究[J].土木与环境工程学报(中英文),2013,35(3):95-100. Huang Wenxiong, Tan Liying. Experimental Analysis on Steel Strand Mechanical Property Considering the Affection of Guiding Radius in the Polyline Pretensioned Beams[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2013,35(3):95-100.10.11835/j. issn.1674-4764.2013.03.015

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  • 在线发布日期: 2013-06-07
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