Failure pressure analysis of a nuclear reactor prestressed concrete containment building-Reference-Cited by-同舟云学术

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Failure pressure analysis of a nuclear reactor prestressed concrete containment building

Published:2021-06 Issue: Volume:236 Page:112052
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Jiménez S.,Cornejo A.,Barbu L.G.,Barbat A.H.,Oller S.

Funder

Gobierno de Espana Ministerio de Ciencia Innovacion y Universidades

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference22 articles.

1. Failure pressure evaluation of the containment building of a large dry nuclear power plant;Barbat;Nucl Eng Des,1998

2. Validation on large scale tests of a new hardening-softening law for the barcelona plastic damage model;Barbu;Int J Fatigue,2015

3. Methodology for the analysis of post-tensioned structures using a constitutive serial-parallel rule of mixtures: Large scale non-linear analysis;Barbu;Compos Struct,2019

4. An anisotropic elastoplastic constitutive model for large strain analysis of fiber reinforced composite materials;Car;Comput Methods Appl Mech Eng,2000

5. Cervera M, Tesei C. An energy-equivalent d+/d- damage model with enhanced microcrack closure-reopening capabilities for cohesive-frictional materials. Materials 2017; 10. doi:10.3390/ma10040433.

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2. A reliability-based multidisciplinary design parallel optimization method based on double-layer approximation model for nuclear fuel assembly bottom nozzle;Progress in Nuclear Energy;2024-08

3. Investigation on structural failure criteria and material property uncertainties of prestressed concrete containment structure;Nuclear Engineering and Technology;2024-08

4. Fatigue behaviour of glass-fibre-reinforced polymers: Numerical and experimental characterisation;Composite Structures;2024-06

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