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    ARTICLE

    Three Dimensional Nonlinear Temperature and Structural Analysis of Roller compacted Concrete Dam

    J. Noorzaei1, K.H. Bayagoob2, A.A. Abdulrazeg1, M.S. Jaafar1,1, T.A. Mohammed1

    CMES-Computer Modeling in Engineering & Sciences, Vol.47, No.1, pp. 43-60, 2009, DOI:10.3970/cmes.2009.047.043

    Abstract This paper focuses on the development, verification and application of a three-dimensional finite element code for coupled thermal and structural analysis of roller compacted concrete dams. The Kinta RCC gravity dam, which is the first roller compacted concrete dam in Malaysia, has been taken for the purpose of verification of the finite element code. The actual climatic conditions and thermal properties of the materials were considered in the analysis. The structural stress analysis was performed using the elasto-plastic stress analysis. The Mohr yield criterion which is widely used for concrete plasticity modeling was adopted in More >

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