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论文类型：期刊论文

第一作者：Xu, Bin

通讯作者：Zou, DG (reprint author), Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China.

合写作者：Zou, Degao,Kong, Xianjing,Hu, Zhiqiang,Zhou, Yang

发表时间：2015-04-01

发表刊物：COMPUTERS AND GEOTECHNICS

收录刊物：SCIE、EI、Scopus

卷号：65

页面范围：258-265

ISSN号：0266-352X

关键字：Plastic-damage model; Dynamic analysis; Slabs damage; Concrete faced rockfill dam; Earthquake

摘要：In this paper, a plastic-damage model for concrete was coupled with the generalized plastic model for rockfill materials and applied to the two-dimensional analysis of a concrete faced rockfill dam (CFRD). First, a plastic-damage model for concrete was programmed in the elastic-plastic dynamic analysis procedure for CFRDs. Previous test simulations were processed to demonstrate the performance and capability of the plastic-damage model and the developed procedure. Numerical simulations of the construction stage, impoundment process, and seismic excitation were conducted to investigate the tensile damage development in the concrete slab of a CFRD during an earthquake. The main tensile damage positions and areas of weakness in the slabs during an earthquake were clarified, which is important for the design of CFRDs. The procedure developed in this study could be adopted in the analysis of interactions between soil and concrete structures. (C) 2015 Elsevier Ltd. All rights reserved.