High-fidelity numerical analysis of the damage and failure mechanisms of a prestressed concrete containment vessel under internal pressure-Reference-Cited by-同舟云学术

High-fidelity numerical analysis of the damage and failure mechanisms of a prestressed concrete containment vessel under internal pressure

Published:2021-11 Issue: Volume:383 Page:111439
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Liang Yan-Ping,Feng De-Cheng,Ren Xiaodan

Funder

National Natural Science Foundation of China

Shanghai Municipal Education Commission

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Mechanical Engineering,Waste Management and Disposal,Safety, Risk, Reliability and Quality,General Materials Science,Nuclear Energy and Engineering,Nuclear and High Energy Physics

Reference41 articles.

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4. Functional and structural failure mode overpressurization tests of 1: 4-scale prestressed concrete containment vessel model, Tech. rep.;Costello;Sandia National Laboratories (United States). Funding organisation: US,2003

5. Numerical methods for unconstrained optimization and nonlinear equations;Dennis;SIAM Classics in Applied Mathematics,1996

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