Plasticity computations using the Mohr—Coulomb yield criterion

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Crisfield, M.A. “Plasticity Computations Using the Mohr—Coulomb Yield Criterion”. Engineering Computations, vol. 4, no. 4, 1987, pp. 300-8, https://doi.org/10.1108/eb023708.
Crisfield, M. (1987). Plasticity computations using the Mohr—Coulomb yield criterion. Engineering Computations, 4(4), 300-308. https://doi.org/10.1108/eb023708
Crisfield M. Plasticity computations using the Mohr—Coulomb yield criterion. Engineering Computations. 1987;4(4):300-8.
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Science
Mathematics
Science
Mathematics
Instruments and machines
Electronic computers
Computer science
Technology
Engineering (General)
Civil engineering (General)
Technology
Engineering (General)
Civil engineering (General)
Mechanics of engineering
Applied mechanics
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Refrences
Title Journal Journal Categories Citations Publication Date
Soil mechanics and plastic analysis or limit design Quarterly of Applied Mathematics
  • Technology: Technology (General): Industrial engineering. Management engineering: Applied mathematics. Quantitative methods
  • Science: Mathematics
 2,401 1952
Soil mechanics and plastic analysis or limit design 1953
Soil mechanics and plastic analysis or limit design 1900
Computational Plasticity-Models, Software and Applications 1987
Reliability of Methods for Engineering Analysis 1986
Citations
Title Journal Journal Categories Citations Publication Date
An open-source numerical laboratory to assess the poromechanical behavior of fractured rocks Computers and Geotechnics
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  • Science: Geology
  • Technology: Engineering (General). Civil engineering (General)
  • Science: Mathematics: Instruments and machines: Electronic computers. Computer science
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A sequential linear complementarity problem for multisurface plasticity Applied Mathematical Modelling
  • Technology: Engineering (General). Civil engineering (General)
  • Science: Mathematics
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  • Technology: Engineering (General). Civil engineering (General)
  • Technology: Engineering (General). Civil engineering (General)
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Elastoplastic-damage-seepage coupling model and numerical algorithm for rock slope stability evaluation

 International Journal of Damage Mechanics
  • Science: Chemistry
  • Technology: Engineering (General). Civil engineering (General): Mechanics of engineering. Applied mechanics
  • Technology: Mechanical engineering and machinery
  • Technology: Engineering (General). Civil engineering (General)
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The mixed complementarity problem arising from non-associative plasticity with non-smooth yield surfaces Computer Methods in Applied Mechanics and Engineering
  • Technology: Engineering (General). Civil engineering (General)
  • Science: Mathematics
  • Technology: Engineering (General). Civil engineering (General): Mechanics of engineering. Applied mechanics
  • Technology: Mechanical engineering and machinery
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 24 2020
Implementation of the Tresca yield criterion in finite element analysis of burst capacity of pipelines International Journal of Pressure Vessels and Piping
  • Technology: Engineering (General). Civil engineering (General)
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Citations Analysis
Category Category Repetition
Technology: Engineering (General). Civil engineering (General)14
Technology: Mechanical engineering and machinery8
Technology: Engineering (General). Civil engineering (General): Mechanics of engineering. Applied mechanics6
Science: Mathematics: Instruments and machines: Electronic computers. Computer science6
Science: Mathematics5
Technology: Engineering (General). Civil engineering (General): Engineering geology. Rock mechanics. Soil mechanics. Underground construction2
Science: Chemistry2
Science: Geology1
Technology: Technology (General): Industrial engineering. Management engineering1
The category Technology: Engineering (General). Civil engineering (General) 14 is the most commonly referenced area in studies that cite this article. The first research to cite this article was titled Numerical methods for the non-linear analysis of bridges and was published in 1988. The most recent citation comes from a 2024 study titled An open-source numerical laboratory to assess the poromechanical behavior of fractured rocks. This article reached its peak citation in 2019, with 2 citations. It has been cited in 15 different journals. Among related journals, the Computers & Structures cited this research the most, with 2 citations. The chart below illustrates the annual citation trends for this article.
Citations used this article by year