A multilayer thermo-elastic damage model for the bending deflection of the tunnel lining segment exposed to high temperatures-Reference-Cited by-同舟云学术

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A multilayer thermo-elastic damage model for the bending deflection of the tunnel lining segment exposed to high temperatures

Published:2020-01 Issue: Volume:95 Page:103142
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Yan Zhi-guo,Zhang Yao,Shen Yi,Zhu He-hua,Lu Yong

Funder

National Natural Science Foundation of China

Shanghai Natural Science Foundation

State Key Laboratory for Disaster Reduction in Civil Engineering

Project Group of Jinan Yellow River Tunnel Research

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference70 articles.

1. Effect of fibre type and geometry on maximum pore pressures in fibre-reinforced high strength concrete at elevated temperatures;Bangi;Cem. Concr. Res.,2012

2. Fire safety in tunnels;Beard;Fire Safety J.,2009

3. Design Philosophy of Concrete Linings for Tunnels in Soft Soils;Blom,2002

4. In-plane nonlinear behaviour of circular pinned arches with elastic restraints under thermal loading;Bradford;Int. J. Struct. Stab. Dyn.,2006

5. Long-span shallow steel arches subjected to fire loading;Bradford;Adv. Struct. Eng.,2010

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