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논문 기본 정보

자료유형
학술저널
저자정보
Wang, Dongdong (Department of Civil Engineering, Xiamen University) Xie, Pinkang (Department of Civil Engineering, Xiamen University) Lu, Hongsheng (Shanghai Hengstar Technology Co. Ltd.)
저널정보
테크노프레스 Interaction and multiscale mechanics Interaction and multiscale mechanics 제6권 제2호
발행연도
2013.1
수록면
107 - 125 (19page)

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초록· 키워드

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A strain smoothing meshfree formulation with stabilized conforming nodal integration is presented for modeling the consolidation process in saturated porous media. In the present method, nodal strain smoothing is consistently introduced into the meshfree approximation of strain and pore pressure gradient variables associated with the saturated porous media. Meanwhile, in order to achieve a consistent numerical implementation, a smoothing approximation of the meshfree shape function within a nodal representative domain is also proposed in the stiffness construction. The resulting discrete system of equations is all expressed in smoothed nodal measures that are very efficient for numerical evaluation. Subsequently the space-time fully discrete equations are further established by the generalized trapezoidal rule for time integration. The effectiveness of the proposed meshfree consolidation analysis method is systematically illustrated by several benchmark problems.

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