高强箍筋约束高强混凝土轴心受压本构关系研究 |
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引用本文: | 史庆轩,王南,王秋维,门进杰.高强箍筋约束高强混凝土轴心受压本构关系研究[J].工程力学,2013,30(5):131-137. |
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作者姓名: | 史庆轩 王南 王秋维 门进杰 |
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作者单位: | 西安建筑科技大学土木工程学院,陕西,西安 710055 |
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基金项目: | 国家自然科学基金项目(50978215);陕西省教育厅科研专项项目(2010JK625) |
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摘 要: | 约束混凝土是克服高强混凝土脆性的重要措施,采用高强箍筋约束能够有效的改善受压构件的力学性能。同时,约束混凝土的本构关系是结构非线性分析的基础,本构关系的选取对计算结果的合理性有显著影响。该文基于多组高强箍筋约束高强混凝土轴压试验数据,提出了改进的约束混凝土本构模型,分析了高强箍筋应力的发挥水平,给出了约束混凝土峰值应力、峰值应变和极限应变的计算公式。计算结果表明建议的本构模型与试验曲线符合较好。该模型可用于高强箍筋约束混凝土构件的非线性分析。
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关 键 词: | 结构工程 约束混凝土 本构模型 高强箍筋 延性 |
收稿时间: | 2013-05-24 |
UNIAXIAL COMPRESSIVE STRESS-STRAIN MODEL FOR HIGH-STRENGTH CONCRETE CONFINED WITH HIGH-STRENGTH LATERAL TIES |
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Affiliation: | School of Civil Engineering, Xi?an University of Architecture and Technology, Xi?an, Shaanxi 710055, China |
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Abstract: | Lateral ties in the concrete component play an important role in overcoming the fragility of high-strength concrete. High-strength lateral ties can improve the mechanical behavior of compressed members effectively. Meanwhile, as a basis requirement in the nonlinear analysis of a structure, the stress-strain model has a remarkable influence on the validity of computed results. Based on a series of experimental results of concrete specimens confined with high-strength lateral ties subjected to axial loading, a modified confined concrete model is developed. The stress of high- strength lateral ties is analyzed, the formulas to determined peak stress, peak strain and ultimate strain are proposed. The results show a good agreement with experimental curves. The model is feasible in the nonlinear analysis of the confined concrete member confined with high-strength lateral ties. |
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