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《Architecture Technology》 2011-02
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YIN Hui-guang1,2,LI Yan1,2 (1.School of Architecture and Civil Engineering,China University of Mining and Technology,221008,Xuzhou,Jiangsu,China; 2.School of Civil Engineering,Xuzhou Institute of Technology,221008,Xuzhou,Jiangsu,China)  
Through the experiment on the durability of sea sand concrete beam which is subject to long-term chlorine salt corrosion and bending load,the change of deflection,beam load-deflection curve,ductility and crack are studied.The results show: compared with ordinary concrete beam,the sea sand concrete beam which has been subject of chlorine salt corrosion and bending load has a higher rigidity;the deflection amount and the width of crack of this concrete beam all fall in the confines of ultimate service state under use load;and the beam displays a better ductility in failure.
【Fund】: 建设部科技项目(2008-K4-27)
【CateGory Index】: TU375.1
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