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Showing 1 - 7 results of 7 for search '(continuation OR constitution) method by shear strain', query time: 0.12s Refine Results
  1. 1

    Constitutive modeling and workability characterization of pre-deformed AZ31 magnesium alloy during hot shear-compression deformation by Junsong Jin, Fangtao Chai, Jinchuan Long, Chang Gao, Shaolei Wang, Pan Zeng, Xuefeng Tang, Pan Gong, Mao Zhang, Lei Deng, Xinyun Wang

    Published 2025-07-01
    “…However, uniaxial hot compression tests fail to reflect the deformation behavior of Mg alloys under hot shear-compression process. In this study, shear-compression samples (SCS) were employed, and finite element simulations were combined with physical experiments to determine the Mises coefficients in the equivalent stress-strain conversion equation. …”
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    The analysis of the progressive local failure process of the Longquan Reservoir dam based on the global-local dynamic strength reduction method by Xin Qu, Fangfang Diao, Cheng Li, Xingqian Xu, Zihan Wang, Shuai Hao

    Published 2025-08-01
    “…To address this mechanism, this paper proposes a global-local dynamic strength reduction method that simultaneously accounts for both the physical degradation pattern of the soil and the strain softening characteristics of the shear zone. …”
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  5. 5

    A METHOD OF SUPERIMPOSED TRIANGULATIONS FOR CALCULATION OF VELOCITY GRADIENT OF HORIZONTAL MOVEMENTS: APPLICATION TO THE CENTRAL ASIAN GPS NETWORK by Alexander V. Zubovich, Shamil A. Mukhamediev

    Published 2015-09-01
    “…The method is designed to identify spatial inhomogeneities in the field of horizontal strain rates (e.g., zones of localized deformation and boundaries between areas with different strain rates) in considerable detail. …”
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  6. 6

    CALCULATION OF THREE-LAYER LARGE DIAMETER PIPES ON THE PC «LIRA» by A. I. Bulgakov, R. I. Vishtalov, H. M. Muselemov, O. M. Ustarkhanov

    Published 2018-12-01
    “…In this case, for the three-layer pipe (the first option) and for the pipes of the second and third options, the ring tensile stresses and strains were determined. The isofields of tensile and shear stresses are given, the comparative graphical dependence of ring tensile stresses is constructed.Conclusion. …”
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  7. 7

    Externally bonded reinforcement side extended (EBRSE) technique to postpone debonding of FRP laminates in strengthened concrete elements by Mehdi Aghabagloo, Laura Carreras, Cristina Barris, Alba Codina, Marta Baena

    Published 2025-12-01
    “…Additionally, a numerical approach was applied, combining the finite difference method with a metaheuristic optimization algorithm, to derive the bond-slip law governing the constitutive behavior of both systems. …”
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