An elastoplastic coupling mechanical model for hard and brittle marble with consideration of the first stress invariant effect

doi:10.1080/19648189.2016.1197160

CORC > 武汉岩土力学研究所 > 中科院武汉岩土力学所 > 岩土力学所知识全产出 > 期刊论文

	An elastoplastic coupling mechanical model for hard and brittle marble with consideration of the first stress invariant effect
	Zhou, Hui; Yang, Fanjie; Zhang, Chuanqing; Hu, Dawei; Lu, Jingjing; Meng, Fanzhen
刊名	EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING
	2018
卷号	22 期号:4 页码:405-428
关键词	elastoplastic coupling model the first stress invariant effect hard and brittle marble non-associated flow rule numerical simulation
ISSN号	1964-8189
DOI	10.1080/19648189.2016.1197160
英文摘要	The mechanical properties of hard and brittle marble have three typical characteristics: (1) elastoplastic coupling, (2) strain hardening and softening and (3) shear dilatancy. To accurately describe the deformation and failure characteristics of marble, this paper developed an elastoplastic coupling mechanical model based on cyclic loading tests. The proposed mechanical model includes the following three characteristics. First, the elastic modulus was quantitatively related to both the first stress invariant and a specially defined internal variable. Second, evolution laws for strength parameters (c and phi) with the internal variable were suggested based on Mohr-Coulomb yield criterion. Third, an evolution law of the dilatancy angle that considered both the first stress invariant and the internal variable was proposed, and its identification method was provided. Then, the proposed mechanical model was embedded in FLAC(3D) using C++ programming language. A triaxial compression experiment and an engineering case were simulated using the proposed model, respectively, and good agreements between the simulated results and test data were observed. Thus, the proposed model had a capability to accurately simulate the main mechanical characteristics of marble. Effort of this work could provide an important reference to accurately predict the mechanical response of rockmass in deep rock engineering.
WOS研究方向	Engineering
语种	英语
出版者	TAYLOR & FRANCIS LTD
WOS记录号	WOS:000424326000002
内容类型	期刊论文
源URL	[http://119.78.100.198/handle/2S6PX9GI/4188]
专题	岩土力学所知识全产出_期刊论文国家重点实验室知识产出_期刊论文
作者单位	Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn
推荐引用方式 GB/T 7714	Zhou, Hui,Yang, Fanjie,Zhang, Chuanqing,et al. An elastoplastic coupling mechanical model for hard and brittle marble with consideration of the first stress invariant effect[J]. EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING,2018,22(4):405-428.
APA	Zhou, Hui,Yang, Fanjie,Zhang, Chuanqing,Hu, Dawei,Lu, Jingjing,&Meng, Fanzhen.(2018).An elastoplastic coupling mechanical model for hard and brittle marble with consideration of the first stress invariant effect.EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING,22(4),405-428.
MLA	Zhou, Hui,et al."An elastoplastic coupling mechanical model for hard and brittle marble with consideration of the first stress invariant effect".EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING 22.4(2018):405-428.