Numerical analysis of fracturing behavior in fully-graded concrete with oversized aggregates from mesoscopic perspective-Reference-Cited by-同舟云学术

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Numerical analysis of fracturing behavior in fully-graded concrete with oversized aggregates from mesoscopic perspective

Published:2020-08 Issue: Volume:253 Page:119184
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Qin Xiangnan,Gu Chongshi,Shao Chenfei,Fu Xiao,Vallejo Luis,Chen Yue

Funder

National Natural Science Foundation of China

National Key Research and Development Program of China

Priority Academic Program Development of Jiangsu Higher Education Institutions

Special Project Funded of National Key Laboratory

Key R&D Program of Guangxi

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference55 articles.

1. H. Wittmann, Structure of Concrete and Crack Formation,1987.

2. J. van Mier, Fracture processes of concrete. ASSESSMENT of material parameters for fracture models: Sirirajmedj Com, 1997.

3. Random non-convex particle model for the fraction of interfacial transition zones (ITZs) in fully-graded concrete;Xu;Powder Technol.,2018

4. A mesoscale fracture model for concrete;Yılmaz;Cement Concrete Res.,2017

5. Influence of the meso-structure in dynamic fracture simulation of concrete under tensile loading;Snozzi;Cement Concrete Res.,2011

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