| 新型五螺箍矩形短柱轴压承载力计算分析 |
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| 引用本文： | 刘成清,邓佑毅,方登甲,刘悦. 新型五螺箍矩形短柱轴压承载力计算分析[J]. 西南交通大学学报, 2022, 57(6): 1157-1164, 1174. DOI: 10.3969/j.issn.0258-2724.20200561 |
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| 作者姓名： | 刘成清 邓佑毅 方登甲 刘悦 |
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| 作者单位： | 西南交通大学土木工程学院，四川 成都 610031 |
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| 基金项目： | 国家自然科学基金（51778538）；国家留学基金委项目（201707005100） |
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| 摘 要： | 螺旋箍筋应用于钢筋混凝土柱能明显提高柱的承载力及延性，为了研究五螺箍矩形混凝土短柱在轴心受压荷载作用下的力学性能和轴压承载力计算方法，首先，结合已有文献中的试验建立有限元模型，并将有限元分析结果与试验结果进行对比，以验证有限元模型的正确性；其次，基于材料用量相等的原则，设计了4种不同配箍形式的矩形截面柱，基于已验证了的有限元模型开展了不同混凝土强度对上述4种柱的轴压承载力和延性的影响研究；最后，通过对五螺箍柱进行参数分析，提出了基于体积配箍率的轴压承载力计算方法. 研究结果表明:五螺箍较五环箍、矩形箍和矩形螺旋箍柱构件承载力均值分别提高0.78%、6.70%和13.73%，延性系数均值分别提高2.00%、10.32%和10.41%，说明五螺箍柱有较高的承载力和延性；与各国规范提出的公式进行对比，本文建议的轴压承载力计算方法较为简便，且与试验值的误差均值仅为2.83%.
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| 关 键 词： | 五螺箍 矩形短柱 轴压承载力 延性 体积配箍率 |
| 收稿时间： | 2020-08-20 |
Calculation Method of Axial Compression Capacity for Rectangular Short Reinforced Concrete Columns Confined with Innovative Five-Spiral Stirrups |
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| LIU Chengqing,DENG Youyi,FANG Dengjia,LIU Yue. Calculation Method of Axial Compression Capacity for Rectangular Short Reinforced Concrete Columns Confined with Innovative Five-Spiral Stirrups[J]. Journal of Southwest Jiaotong University, 2022, 57(6): 1157-1164, 1174. DOI: 10.3969/j.issn.0258-2724.20200561 |
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| Authors: | LIU Chengqing DENG Youyi FANG Dengjia LIU Yue |
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| Affiliation: | School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China |
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| Abstract: | Application of spiral stirrups can obviously improve the axial bearing capacity and ductility of reinforced concrete (RC) columns. This paper aims to study the mechanical properties of rectangular short RC columns confined with five-spiral stirrups under axial compression and to present a calculation method for the axial compression bearing capacity by finite element analysis of a number of concrete short column specimens under axial compressive loading. Firstly, a finite element model is established on the basis of experiments available in the literature, and the finite element analytical results are compared with experimental values to verify the correctness of the finite element model. Subsequently, the finite element model is used in a parametric analysis to study the likely influence of concrete strength on the axial bearing capacity and ductility of rectangular short columns with 4 different stirrup configurations which are designed in a principle of equal material consumption. Finally, through analysis of influencing factors for the rectangular short RC columns confined with five-spiral stirrups, a calculation method of axial compression bearing capacity based on volume-stirrup ratio is proposed. The analysis results show that compared with those of RC columns with five-hoop stirrups, rectangular stirrups and rectangular-spiral stirrups, the average bearing capacity of the RC columns with the five-spiral stirrups is increased by 0.78%, 6.70%, and 13.73%, respectively; and the average ductility coefficient is increased by 2.00%, 10.32%, and 10.41%, respectively. It demonstrats that the five-spiral stirrup columns have higher bearing capacity and ductility. In addition, compared to the formulas recommended by codes of different countries, the calculation method of axial compression bearing capacity proposed in this paper is relatively simple, and the average error between calculation and experimental values is only 2.83%. |
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