Fatigue damage evolution analysis of the CA mortar of ballastless tracks via damage mechanics-finite element full-couple method-Reference-Cited by-同舟云学术

Fatigue damage evolution analysis of the CA mortar of ballastless tracks via damage mechanics-finite element full-couple method

Published:2021-08 Issue: Volume:295 Page:123679
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Deng Shijie,Ren Juanjuan,Wei Kai,Ye Wenlong,Du Wei,Zhang Kaiyao

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference40 articles.

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3. 西頭常彦.コンクリトスラブ式軌道の構造解析とその設計にする研究[R].日本:日本道合技術研究, 1977.

4. Research and progress on CA mortar of ballastiess slab track cushion[J];Jian;J. East China Jiaotong Univ.,2009

5. Effect of strain rate on compressive behavior and modeling of cement and asphalt mortar;Fu;J. Mater. Civil Eng.,2018

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