Smoothed Classic Yield Function for C2 Continuities in Tensile Cutoff, Compressive Cap, and Deviatoric Sections-Reference-Cited by-同舟云学术

Smoothed Classic Yield Function for C2 Continuities in Tensile Cutoff, Compressive Cap, and Deviatoric Sections

Published:2021-03 Issue:3 Volume:21 Page:04021005
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Ning¹²^ORCID,Li Xu³^ORCID,Wang Dong⁴^ORCID

Affiliation:

1. Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124 China.

2. Key Laboratory of Urban Underground Engineering of Ministry of Education, School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China. ORCID: .

3. Key Laboratory of Urban Underground Engineering of Ministry of Education, School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China (corresponding author). ORCID: .

4. College of Environmental Science and Engineering, Ocean University of China, Qingdao 266100, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001910

Reference27 articles.

1. A C2 continuous approximation to the Mohr–Coulomb yield surface

2. A smooth hyperbolic approximation to the Mohr-Coulomb yield criterion

3. On the formulation of closest-point projection algorithms in elastoplasticity-part I: The variational structure

4. A generalized strength reduction concept and its applications to geotechnical stability analysis;Chen X.;Geotech. Geol. Eng.,2019

5. Efficient return algorithms for associated plasticity with multiple yield planes

Cited by 10 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Three-dimensional strength criterion for rocks: A review;Energy Reviews;2024-12

2. A Three-Dimensional Nonlinear Strength Criterion for Rocks Considering Both Brittle and Ductile Domains;Rock Mechanics and Rock Engineering;2024-04-01

3. A return mapping algorithm based on the hyper dual step derivative approximation for elastoplastic models;Computer Methods in Applied Mechanics and Engineering;2023-12

4. A direct solution to linear constraints in the finite element analysis and its application illustrations;Engineering Computations;2023-10-03

5. An implicit stress update algorithm for the plastic nonlocal damage model of concrete;Computer Methods in Applied Mechanics and Engineering;2023-09