土木工程 |
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微平面模型模拟ASR作用下混凝土力学行为 |
段安1, 张大伟1, ALNAGGAR Mohammed2 |
1. 浙江大学 建筑工程学院,浙江 杭州310058;2. 美国西北大学 土木与环境工程学院,埃文斯顿 60208 |
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Microplane modeling of ASR effects on concrete structures |
DUAN An1, ZHANG Da wei1, ALNAGGAR Mohammed2 |
1. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China;2. Department of Civil and Environmental Engineering, Northwestern University, Evanston 60208, USA |
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[7] 贾明晓,王君杰.微平面模型取向与权重的改进计算方法[J].工程力学,2013,30(6): 54-59.
JIA Ming xiao, WANG Jun jie. An improved method to calculate orientation and weight in a microplane constitutive model [J]. Engineering Mechanics, 2013, 30(6): 54-59.
[8] ALNAGGAR M, CUSATIS G, DI LUZIO G. Lattice discrete particle modeling (LDPM) of alkali silica reaction (ASR) deterioration of concrete structures [J]. Cement and Concrete Composites, 2013, 41(8): 45-59.
[9] CUSATIS G, PELESSONE D, MENCARELLI A. Lattice discrete particle model (LDPM) for concrete failure behavior of concrete. I: theory [J]. Cement and Concrete Composites, 2011, 33(9): 881-890.
[10] CUSATIS G, MENCARELLI A, PELESSONE D, et al. Lattice discrete particle model (LDPM) for failure behavior of concrete. II: calibration and validation [J]. Cement and Concrete Composites, 2011, 33(9): 891-905.
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[12] MULTON S, SEIGNOL J F, TOUTLEMONDE T. Structural behavior of concrete beams affected by alkali silica reaction [J]. ACI Materials Journal, 2005, 102(2): 67-76.
[13] BAZANT Z P, BAWEJA S. Creep and shrinkage prediction model for analysis and design of concrete structures: model B3 [J]. Materials and Structures, 1995, 28(6): 357-365. |
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