An improved Lubliner strength model based on Ottosen failure criterion for concrete under multiaxial stress state-Reference-Cited by-同舟云学术

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An improved Lubliner strength model based on Ottosen failure criterion for concrete under multiaxial stress state

Published:2021-11-02 Issue: Volume: Page:
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Lei Bo¹²^ORCID,Qi Taiyue¹²^ORCID,Li Yan³,Qin Shaojie¹²

Affiliation:

1. Key Laboratory of Transportation Tunnel Engineering Southwest Jiaotong University, Ministry of Education Chengdu China

2. School of Civil Engineering Southwest Jiaotong University Chengdu China

3. State Key Laboratory of Geo‐Hazard Prevention and Geo‐Environment Protection Chengdu University of Technology Chengdu China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202100450

Reference97 articles.

1. References and Bibliography

2. Analytical modelling of plastic behaviour of uniformly FRP confined concrete members

3. 3D Finite-Element Analysis of Substandard RC Columns Strengthened by Fiber-Reinforced Polymer Sheets

4. Finite element modeling of confined concrete-I: Drucker–Prager type plasticity model

5. Confinement-sensitive plasticity constitutive model for concrete in triaxial compression

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2. Multiscale modeling of diffuse damage and localized cracking in quasi-brittle materials under compression with a quadratic friction law;International Journal of Solids and Structures;2024-11

3. Experimental and analytical investigation of a model towards predicting the compressive stress–strain behavior of Graded Glass Fiber Reinforced Concrete (GGFRC) using fiber reinforcing index;Structural Concrete;2024-01-18

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