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Chengbin Du

Researcher at Hohai University

Publications -  29
Citations -  322

Chengbin Du is an academic researcher from Hohai University. The author has contributed to research in topics: Finite element method & Fracture mechanics. The author has an hindex of 8, co-authored 19 publications receiving 173 citations.

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An adaptive multiscale approach for identifying multiple flaws based on XFEM and a discrete artificial fish swarm algorithm

TL;DR: The results show that this approach can effectively quantify and identify multiple internal flaws without any prior knowledge of their quantity and is more efficient than previously proposed approaches.
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A fully automatic polygon scaled boundary finite element method for modelling crack propagation

TL;DR: In this article, an automatic crack propagation remeshing procedure using the polygon scaled boundary FEM is presented, where only minimal changes are made to the global mesh in each step.
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Experimental study on water fracture interactions in concrete

TL;DR: In this paper, a novel sealing device that has a minimal effect on the mechanical behavior of concrete specimens is proposed, which connects one side of silicon plates to a specimen using two specially designed clamps, instead of adhesive and screws the other side of the plates together to a steel plate.
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A scaled boundary finite element method for modelling crack face contact problems

TL;DR: In this article, a scaled boundary finite element method (SBFEM) is used to establish the contact model between the crack faces, where the crack is designated the boundary of the polygonal SBFEM element; the contact tractions on the boundary are assigned to the nodes where the Lagrange multiplier is applied for the point constraints.
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Failure analysis of a cracked concrete gravity dam under earthquake

TL;DR: In this article, a dynamic contact model for simulating the interaction of two surfaces divided by a dam crack, and a simplified reinforcing steel constitutive model were developed to simulate the effect of earthquake-resistant reinforcement on a cracked dam.