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灌孔混凝土砌块砌体受压性能研究
引用本文:吕伟荣,施楚贤,刘桂秋,黄靓.灌孔混凝土砌块砌体受压性能研究[J].湖南大学学报(自然科学版),2007,34(10):15-19.
作者姓名:吕伟荣  施楚贤  刘桂秋  黄靓
作者单位:1. 湖南大学,土木工程学院,湖南,长沙,410082;湖南工业大学,土木工程系,湖南,株洲,412008
2. 湖南大学,土木工程学院,湖南,长沙,410082
基金项目:国家自然科学基金资助项目(50608031)
摘    要:通过对灌孔混凝土砌块砌体中混凝土芯柱三向受压应力状态进行分析,提出了适用于灌孔混凝土受压弹性模量的计算方法.同时,基于大量的试验结果,提出了适用于灌孔混凝土砌块砌体的泊松比、峰值应变、极限应变等参数,并引入到Domingo J.Carreira等提出的混凝土本构模型中,得出了适用于灌孔混凝土砌块砌体受压的应力-应变全曲线公式.对比结果表明,计算值与试验结果吻合良好,可供灌孔混凝土砌块砌体结构设计和研究参考.

关 键 词:应力-应变曲线  灌孔混凝土砌块砌体  混凝土芯柱  泊松比
文章编号:1000-2472(2007)10-0015-05
修稿时间:2006-10-29

Study on Compressive Properties of Grouted Concrete Masonry
L.Study on Compressive Properties of Grouted Concrete Masonry[J].Journal of Hunan University(Naturnal Science),2007,34(10):15-19.
Authors:L
Institution:1. College of Engineering, Hunan Univ, Changsha, Hunan 410082, China ;2. School of Civil Engineering,Hunan Univ of Technology,Zhuzhou,Hunan 412008,China
Abstract:Three axial compressive stresses of concrete core column in grouted concrete masonry were studied.The method of elastic modulus for grouted concrete masonry was presented.Based on lots of grouted concrete masonry tests,the formulas of poisson's ratio,peak strain,and ultimate strain for grouted concrete masonry were presented.These parameters and Domingo J.Carreira's construction model for concrete were used to determine the stress-strain curve for grouted concrete masonry.The results obtained by the formulas agreed well with the experimental results,which provided a reference for grouted concrete masonry design and research.
Keywords:stress-strain curves  grouted concrete masonry  concrete core column  poisson's ratio
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