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冷轧扭钢筋连续板调幅问题的试验研究
引用本文:周新刚,李少泉,孙纲廷,田广寿,翟国华.冷轧扭钢筋连续板调幅问题的试验研究[J].烟台大学学报(自然科学与工程版),1992(Z1).
作者姓名:周新刚  李少泉  孙纲廷  田广寿  翟国华
作者单位:烟台大学 (周新刚,李少泉,孙纲廷),烟台二建 (田广寿),烟台二建(翟国华)
摘    要:为了研究配冷轧扭钢筋现浇连续板考虑塑性内力重分布的设计计算方法,本文进行了三个两跨连续板的试验研究。根据试验结果和弹塑性理论分析,探讨了具有不同配筋特征和调幅幅值的冷轧扭钢筋连续板的破坏特征,提出了冷轧扭钢筋现浇连续板的设计建议。

关 键 词:冷轧扭钢筋  调幅  内力重分布  破环特征

Test and Analysis of Continuous Concrete Slabs with Cold Rolled and Twisted Reinforcement
Zhou Xinggang Li Shaoquan Sun Gangting,Tian Guangshou Zhe Guohua.Test and Analysis of Continuous Concrete Slabs with Cold Rolled and Twisted Reinforcement[J].Journal of Yantai University(Natural Science and Engineering edirion),1992(Z1).
Authors:Zhou Xinggang Li Shaoquan Sun Gangting  Tian Guangshou Zhe Guohua
Institution:Zhou Xinggang Li Shaoquan Sun Gangting Tian Guangshou Zhe Guohua (Yantai University) (Yantai Second Architectural Engineering Company)
Abstract:In this paper, three two-span continuous concrete slabs with cold rolled and twisted rein-forcetment have been tested to study the plastic design method. Effects of defferent reinrorcemenc differeant ampietude modulation of moment and other factors on the elastic-plastic behavior of the slab have been discussed,a design method for the concrete slabs has been suggested.
Keywords:Cold rolled and twisted reinforcement  Amplitude modulation of moment  Moment redistribution  Destroy characteristic    
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