XFEM Simulation of Pore-Induced Fracture of a Heterogeneous Concrete Beam in Three-Point Bending

The extended finite element method with the linear softening law is employed to simulate poreinduced crack initiation and propagation in heterogeneous plain concrete beams in three-point bending. A series of numerical simulations was performed and experimentally validated. The crack was found to alw...

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Published in:Проблемы прочности
Date:2018
Main Authors: Zhang, C.C., Yang, X.H., Gao, H.
Format: Article
Language:English
Published: Інститут проблем міцності ім. Г.С. Писаренко НАН України 2018
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Online Access:https://nasplib.isofts.kiev.ua/handle/123456789/173990
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Journal Title:Digital Library of Periodicals of National Academy of Sciences of Ukraine
Cite this:XFEM Simulation of Pore-Induced Fracture of a Heterogeneous Concrete Beam in Three-Point Bending / C.C. Zhang, X.H. Yang, H. Gao // Проблемы прочности. — 2018. — № 5. — С. 31-44. — Бібліогр.: 36 назв. — англ.

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Digital Library of Periodicals of National Academy of Sciences of Ukraine