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	Further development of the distinct lattice spring model for quasi-brittle crack propagation in concrete and its application in underground engineering
	Li, Q.; Zhao, G.-F.; Lian, J.
刊名	Tunnelling and Underground Space Technology
	2019
卷号	Vol.92
关键词	Concrete lining Distinct lattice spring model Micromechanical constitutive model Quasi-brittle crack propagation Three-point bending test
ISSN号	0886-7798
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/2887967
专题	天津大学
作者单位	State Key Laboratory of Hydraulic Engineering Simulation and Safety, School of Civil Engineering, Tianjin University, Tianjin, China
推荐引用方式 GB/T 7714	Li, Q.,Zhao, G.-F.,Lian, J.. Further development of the distinct lattice spring model for quasi-brittle crack propagation in concrete and its application in underground engineering[J]. Tunnelling and Underground Space Technology,2019,Vol.92.
APA	Li, Q.,Zhao, G.-F.,&Lian, J..(2019).Further development of the distinct lattice spring model for quasi-brittle crack propagation in concrete and its application in underground engineering.Tunnelling and Underground Space Technology,Vol.92.
MLA	Li, Q.,et al."Further development of the distinct lattice spring model for quasi-brittle crack propagation in concrete and its application in underground engineering".Tunnelling and Underground Space Technology Vol.92(2019).

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