Serviceability Moment Capacity of Bolted Endplate Minor-Axis Connections in Prefabricated Steel Frames: Role of Column Web Yielding and Numerical Verification. [PDF]
Aosimanjiang A, Chen M, Wang Z, Huang Q.
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Multiscale Shakedown Capacity Prediction of Parameterized Lattices Under Biaxial Loading Using Ensemble Learning. [PDF]
Wang L, Yuan H, Yuan W.
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A modified elastoplastic damage structural constitutive model of unsaturated Q<sub>3</sub> undisturbed loess. [PDF]
Zhang J, Chong X, Yao Z, Wei Y, Liu M.
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Effect of Different PTFE Coatings Applied to 18CrNiMo7-6 Steel on the Coefficient of Friction and Wear Under Dry Sliding Contact Using the Ball-on-Disk Method at Different Loads. [PDF]
Krbata M +9 more
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Role of fragility of the glass formers in the yielding transition under oscillatory shear. [PDF]
Chatterjee R, Adhikari M, Karmakar S.
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Rock layer deformation analysis and mitigation at fault-crossing mining sites in RCRM operations. [PDF]
Dongshan Y +5 more
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Energy Dissipation Analysis for Elastoplastic Contact and Dynamic Dashpot Models [PDF]
This investigation aims to analyze the underlying relationship between the dynamic dashpot and the static force-displacement models used in multibody systems.
Caishan Liu, Gengxiang Wang
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Elastoplastic Analysis of Circular Plates on Elastoplastic Foundation
Journal of Structural Engineering, 1997An elastoplastic analysis of rotationally symmetric reinforced concrete plates resting on elastoplastic subgrade under column load is presented. The plates are made of an elastic, perfectly plastic material that obeys the Johansen's yield condition and the associated flow rule.
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An Inverse Problem for an Elastoplastic Medium
SIAM Journal on Applied Mathematics, 1995Summary: Within the range of the so-called deformation theory of plasticity, the determination of unknown coefficients in a nonlinear system of equilibrium equations from overspecified data measured at the boundary is considered. This inverse problem is reformulated as a minimization problem for a certain functional.
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