Experimental and numerical analysis on concrete interface damage of ballastless track using different cohesive models-Reference-Cited by-同舟云学术

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Experimental and numerical analysis on concrete interface damage of ballastless track using different cohesive models

Published:2020-12 Issue: Volume:263 Page:120859
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Zhang Jiawei,Zhu Shengyang,Cai Chengbiao,Wang Mingze,Li Huailong

Funder

Ministry of Education of the People's Republic of China

National Natural Science Foundation of China

State Key Laboratory of Traction Power

Publisher

Elsevier BV

Subject

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

Reference34 articles.

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2. Interlaminar fracture toughness of CFRP in Mode I and Mode II determined by Raman spectroscopy;Miyagawa;Compos. A Appl. Sci. Manuf.,2001

3. Delaminations in composite structures: its origin, buckling, growth and stability;Bolotin;Comp. Part B Eng.,1996

4. Three-dimensional analysis of the interaction between a matrix crack and nanofiber;Gawandi;Compos. B Eng.,2009

5. Stress analysis of the double cantilever beam specimen;Whitney;Compos. Sci. Technol.,1985

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