Chunan Tang   

Professor
Supervisor of Doctorate Candidates
Supervisor of Master's Candidates

Main positions: President of international exchange committee of the Chinese Society of Rock Mechanics and Engineering CSRME
Other Post: Vice President of the Chinese Society of Rock Mechanics and Engineering CSRME

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Paper Publications

Title of Paper:界面强度对混凝土拉伸断裂影响的数值模拟

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Date of Publication:2022-10-06

Journal:建筑材料学报

Issue:6

Page Number:643-649

ISSN No.:1007-9629

Abstract:Digital image processing methods were employed to characterize the three-phase microstructures of concrete consisting of mortar matrix,coarse aggregate and interfacial transition zone(ITZ).The distri-bution and shape of ITZ were obtained digitally.The characterized microstructure was incorporated into material failure process analysis(MFPA~(2D)) system,and the numerical model of concrete was established which took into account the real heterogeneity of concrete.The influence of tensile strength of ITZ on ten-sile fracturing process was studied using this model according to a surface image of concrete with certain proportioning.The results show that if the tensile strength of ITZ is low,in the fracturing process of con-crete the microcracks initiated in ITZ interact with each other,then propagate and coalesce.With the ten-sile strength of ITZ increasing,fractured modes of concrete under uniaxial tensile loading transit from sin-gle coalescent crack to multiple non-coalescent cracks and the ductility of concrete is enhanced.The rela-tion between the tensile strength of ITZ and that of concrete is non-linear.The simulation results agree well with experimental results.

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