| 高强混凝土环形截面拉杆变形性能试验研究 |
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| 引用本文： | 王广勇, 薛素铎. 高强混凝土环形截面拉杆变形性能试验研究[J]. 北京工业大学学报, 2006, 32(7): 587-591. |
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| 作者姓名： | 王广勇 薛素铎 |
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| 作者单位： | 1.北京工业大学 建筑工程学院, 北京 100022 |
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| 基金项目： | 山东省教育厅科技计划重点项目（03L05）. |
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| 摘 要： | 通过对3根高强混凝土环形截面轴心拉杆裂缝开展全过程及裂缝分布规律的研究,提出了对高强混凝土环形截面轴心拉杆裂缝宽度、平均裂缝间距的计算建议.还提出了高强混凝土环形截面轴心拉杆抗拉刚度计算公式,理论与试验数据吻合较好.
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| 关 键 词： | 高强混凝土 环形截面拉杆 裂缝 抗拉刚度 |
| 文章编号： | 0254-0037(2006)07-0587-05 |
| 收稿时间： | 2005-06-07 |
| 修稿时间： | 2005-06-07 |
Experiment on High Strength Concrete Annular Spars With Axial Tensile Forces |
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| WANG Guang-yong, XUE Su-duo. Experiment on High Strength Concrete Annular Spars With Axial Tensile Forces[J]. Journal of Beijing University of Technology, 2006, 32(7): 587-591. |
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| Authors: | WANG Guang-yong XUE Su-duo |
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| Affiliation: | 1.College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China |
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| Abstract: | In this paper,three high strength concrete annular spars(HSCAS)with axial tensile forces were tested to investigate their cracking and deformation behavior.Based on the data obtained,the author gives the advice on how to calculate the crack width and the average crack spacing of a HSCAS.A formula to calculate the tensile rigidity of a HSCAS is derived,and the formula is in good agreement with the experimental data. |
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| Keywords: | high strength concrete annular spar crack tensile rigidity |
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