Chapter
Jul 11, 2012
Creep Damage Analytical Model of RCCD
Authors: Lan-ting Zhou [email protected], Xuezhi Sun [email protected], Yong-ming Sun [email protected], and Fen-Fen Feng [email protected]Author Affiliations
Publication: Earth and Space 2012: Engineering, Science, Construction, and Operations in Challenging Environments
Abstract
Regarding the different characteristics of the normal and the tangential of the construction interface, based on the material damage and the mechanical parameters, damage evolution equation is estabished by taking elastic modulus as damage variable on the normal direction. Further more, according to the creep process and properties on the tangential direction of the RCC, a tangential creep damage analysis model is selected and established, based on which, expression for the damage variable on the tangential direction of the RCC construction interface is proposed, thus the damage state of the construction interface can be determined. The example shows that these proposed models can simulate the creep damage characteristics of RCCD.
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Earth and Space 2012: Engineering, Science, Construction, and Operations in Challenging Environments
Pages: 818 - 827
Copyright
© 2012 American Society of Civil Engineers.
History
Published online: Jul 11, 2012
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Affiliations
College of Water Conservancy and Hydropower, Hohai University, P.O. Box 210098, Nanjing, PR China. E-mail: [email protected]
College of Water Conservancy and Hydropower, Hohai University, P.O. Box 210098, Nanjing, PR China. E-mail: [email protected]
Jiang Su Tai Hu Planning and Design Institute of Water Resources co., LTD. Suite 805, New Soviet international, 98 Dong Wu North Road, Suzhou. E-mail: [email protected]
College of Water Conservancy and Hydropower, Hohai University, P.O. Box 210098, Nanjing, PR China. E-mail: [email protected]
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