Results 141 to 150 of about 336,542 (173)
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International Journal of Pavement Engineering, 2016
AbstractThis paper presents the results of a sensitivity analysis carried out to compare the values of asphalt and subgrade strains (as well as associated fatigue and deformation lives) obtained with the method of equivalent thicknesses (MET) with those calculated with the BISAR software.
Paola Dalla Valle, Nick Thom
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AbstractThis paper presents the results of a sensitivity analysis carried out to compare the values of asphalt and subgrade strains (as well as associated fatigue and deformation lives) obtained with the method of equivalent thicknesses (MET) with those calculated with the BISAR software.
Paola Dalla Valle, Nick Thom
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Compressive Creep of Virgin HDPE Using Equivalent Strain Energy Density Method
Journal of Materials in Civil Engineering, 2010This paper presents a predictive model for compressive creep behavior of high-density polyethylene (HDPE) commonly used to manufacture polymeric piling and geosynthetics. Accelerated methods to predict the tensile creep of polymers are already available. In this paper, a method to predict the compressive creep of viscoelastic polymers is proposed based
Amir Bozorg-Haddad +2 more
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A NEW METHOD FOR SIMULATING CONTACT FORCE BASED ON STATIC STRAIN EQUIVALENCE HYPOTHESIS
Journal of Sound and Vibration, 2002Abstract In this paper, a strain-based contact force simulation method (abbreviated as strain-based method or stain method) for low-velocity impact is proposed on the basis of static strain equivalence hypothesis, in which a straine at the contact point of a structure is selected as a quantity to evaluate the contact force.
Y. ZHAO, J. JIANG, T. XIAO
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International Journal for Numerical Methods in Engineering, 1996
For the title problem, we prove that not only the displacements but also the stresses of the enhanced assumed strain (EAS) elements calculated from the strains are identical to those of the corresponding hybrid-elements, at least at the Gauss integration points provided the spaces of the trial functions for enhanced assumed strains and for assumed ...
Yeo, ST, Lee, BC Lee, Byung Chai
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For the title problem, we prove that not only the displacements but also the stresses of the enhanced assumed strain (EAS) elements calculated from the strains are identical to those of the corresponding hybrid-elements, at least at the Gauss integration points provided the spaces of the trial functions for enhanced assumed strains and for assumed ...
Yeo, ST, Lee, BC Lee, Byung Chai
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Structural Multi-Damage Identification Based on Modal Strain Energy Equivalence Index Method
International Journal of Structural Stability and Dynamics, 2014In order to solve structural multi-damage identification problems, a damage detection method based on modal strain energy equivalence index (MSEEI) is presented. First, an accurate expression of modal strain energy (MSE) before and after damage occurs is given.
Hui Yong Guo, Zheng Liang Li
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Road Materials and Pavement Design, 2016
It is well known that temperature along the depth of concrete pavement slabs is highly nonlinearly distributed. Utilising appropriate methods is crucial for quantifying an equivalent temperature gradient and the associated curling and stress calculations.
Xiang Gao, Ya Wei, Wei Huang
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It is well known that temperature along the depth of concrete pavement slabs is highly nonlinearly distributed. Utilising appropriate methods is crucial for quantifying an equivalent temperature gradient and the associated curling and stress calculations.
Xiang Gao, Ya Wei, Wei Huang
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The group equivalent reaction: An improved method for determining ring strain energy
Journal of Chemical Education, 1990An algorithm for choosing adequate reference systems for ring strain energy by making a modification to the standard homodesmic reaction scheme.
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Polymer Composites, 2023
AbstractThis paper investigates the bending stiffness and progressive failure of reinforced thermoplastic pipes (RTPs) under bending loads, in which a theoretical method based on the strain energy equivalence of multiâlayered anisotropic cylinders, is proposed.
Xindong Ding +3 more
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AbstractThis paper investigates the bending stiffness and progressive failure of reinforced thermoplastic pipes (RTPs) under bending loads, in which a theoretical method based on the strain energy equivalence of multiâlayered anisotropic cylinders, is proposed.
Xindong Ding +3 more
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Ocean Engineering, 2016
When a flexible pipe is subjected to high external hydraulic pressure, the innermost carcass layer serves to resist buckling and collapse. The maximum external pressure that the carcass layer can withstand before buckling collapse must be considered during pipe design. To study this problem, a strain energy equivalence method is proposed to transform a
Minggang Tang +3 more
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When a flexible pipe is subjected to high external hydraulic pressure, the innermost carcass layer serves to resist buckling and collapse. The maximum external pressure that the carcass layer can withstand before buckling collapse must be considered during pipe design. To study this problem, a strain energy equivalence method is proposed to transform a
Minggang Tang +3 more
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Journal of Testing and Evaluation, 2018
Abstract The deformation behavior of sheet metal is currently presented by the stress-strain curve, which gives the variation of flow stress as strain increases. The correlation between stress and strain is also used to characterize the material hardening under different stress states.
Shijian Yuan +3 more
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Abstract The deformation behavior of sheet metal is currently presented by the stress-strain curve, which gives the variation of flow stress as strain increases. The correlation between stress and strain is also used to characterize the material hardening under different stress states.
Shijian Yuan +3 more
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