| Experimental Investigation on Durability of Reinforced Concrete Beams in A Simulated Marine Environment |
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| 引用本文： | 何世钦,贡金鑫,赵国藩. Experimental Investigation on Durability of Reinforced Concrete Beams in A Simulated Marine Environment[J]. 中国海洋工程, 2005, 19(1) |
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| 作者姓名： | 何世钦 贡金鑫 赵国藩 |
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| 作者单位： | State Key Laboratory of Coastal and Offshore Engineering，Dalian University of Technology，Dalian 116023，China，State Key Laboratory of Coastal and Offshore Engineering，Dalian University of Technology，Dalian 116023，China，State Key Laboratory of Coastal and Offshore Engineering，Dalian University of Technology，Dalian 116023，China |
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| 基金项目： | This project was supported by the Science and Technology Foundation of Liaoning Province, China (No.001077) |
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| 摘 要： | 1. IntroductionConcrete is widely used for nearshore and offshore marine structures and bridges (Song et al.,2000; Wang and Song, 2004). Experience has shown that the durability of marine concrete structuresis generally good; however, some cases of serious deterioration also exist due to the lack of durability(Metha and Gerwick, 1982). Under marine conditions, concrete, especially concrete in the splashand tidal zone, is attacked, resulting in corrosion of reinforcing bars. Corrosion of rein…
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Experimental Investigation on Durability of Reinforced Concrete Beams in A Simulated Marine Environment |
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| HE Shi-qin ,GONG Jin-xin and ZHAO Guo-fan State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian ,China. Experimental Investigation on Durability of Reinforced Concrete Beams in A Simulated Marine Environment[J]. China Ocean Engineering, 2005, 19(1) |
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| Authors: | HE Shi-qin GONG Jin-xin ZHAO Guo-fan State Key Laboratory of Coastal Offshore Engineering Dalian University of Technology Dalian China |
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| Affiliation: | HE Shi-qin 1,GONG Jin-xin and ZHAO Guo-fan State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116023,China |
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| Abstract: | |
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| Keywords: | reinforced concrete corrosion serviceability residual load-bearing capacity |
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