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	Analysis of cracking mode of anchor structure of underground engineering induced by reinforcement corrosion
	Ding W.; Liu J.
刊名	Research Journal of Applied Sciences, Engineering and Technology
	2014
卷号	7期号:5页码:1033-1039
关键词	Anchor structure system Critical cracking mode Elastic theory Maximum tensile-stress failure criterion Reinforcement corrosion
DOI	10.19026/rjaset.7.355
URL标识	查看原文
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/4797453
专题	山东大学
作者单位	1.Geotechnical and Structural Engineering Research Center, Shandong University, Jinan 250061, China 2.Department of Civil Engineering,
推荐引用方式 GB/T 7714	Ding W.,Liu J.. Analysis of cracking mode of anchor structure of underground engineering induced by reinforcement corrosion[J]. Research Journal of Applied Sciences, Engineering and Technology,2014,7(5):1033-1039.
APA	Ding W.,&Liu J..(2014).Analysis of cracking mode of anchor structure of underground engineering induced by reinforcement corrosion.Research Journal of Applied Sciences, Engineering and Technology,7(5),1033-1039.
MLA	Ding W.,et al."Analysis of cracking mode of anchor structure of underground engineering induced by reinforcement corrosion".Research Journal of Applied Sciences, Engineering and Technology 7.5(2014):1033-1039.

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