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    Research on Mode I Crack Propagation Problem Using the Base Force Element Method Based on the Complementary Energy Principle

    Source: Journal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 003::page 04025003-1
    Author:
    Zhonghai Li
    ,
    Yijiang Peng
    DOI: 10.1061/JENMDT.EMENG-8016
    Publisher: American Society of Civil Engineers
    Abstract: A novel base force element method (BFEM) with separable interfaces based on the complementary energy principle has been proposed. The linear elastic fracture problem of mode I cracks is solved by this complementary finite element method. The state of the internal interface can be divided into three states: bonded, damaged, and debonding. The force on the surface of an element is considered the basic unknown variable of BFEM and can be directly used to determine the internal interface state. Interpolation functions are not required when approximating assumptions due to the relationship between base force and traditional stress tensors. The complementary energy functionals (CEFs) of the elements corresponding to the above three states are established. The integral symbols of these CEFs are eliminated according to the approximation assumption. The control equations of small deformation and large elastic deformation are obtained by taking stationary values for the basic unknown variables. The trust region method of incremental format is used to solve these nonlinear equations in the numerical calculation process. Calculations show that BFEM is accurate and easily converged.
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      Research on Mode I Crack Propagation Problem Using the Base Force Element Method Based on the Complementary Energy Principle

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4303823
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    • Journal of Engineering Mechanics

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    contributor authorZhonghai Li
    contributor authorYijiang Peng
    date accessioned2025-04-20T10:00:27Z
    date available2025-04-20T10:00:27Z
    date copyright1/8/2025 12:00:00 AM
    date issued2025
    identifier otherJENMDT.EMENG-8016.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4303823
    description abstractA novel base force element method (BFEM) with separable interfaces based on the complementary energy principle has been proposed. The linear elastic fracture problem of mode I cracks is solved by this complementary finite element method. The state of the internal interface can be divided into three states: bonded, damaged, and debonding. The force on the surface of an element is considered the basic unknown variable of BFEM and can be directly used to determine the internal interface state. Interpolation functions are not required when approximating assumptions due to the relationship between base force and traditional stress tensors. The complementary energy functionals (CEFs) of the elements corresponding to the above three states are established. The integral symbols of these CEFs are eliminated according to the approximation assumption. The control equations of small deformation and large elastic deformation are obtained by taking stationary values for the basic unknown variables. The trust region method of incremental format is used to solve these nonlinear equations in the numerical calculation process. Calculations show that BFEM is accurate and easily converged.
    publisherAmerican Society of Civil Engineers
    titleResearch on Mode I Crack Propagation Problem Using the Base Force Element Method Based on the Complementary Energy Principle
    typeJournal Article
    journal volume151
    journal issue3
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/JENMDT.EMENG-8016
    journal fristpage04025003-1
    journal lastpage04025003-17
    page17
    treeJournal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 003
    contenttypeFulltext
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