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The present study carries out a parametrically investigation of the behavior of a multi re-entrant honeycomb structure with variable stiffness and Poisson's ratio effects.
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By solving the equations of motion (which are used to describe the dynamic behavior of multi-body dynamics), the simulation can calculate the behavior of a multi-body during each time integration (Hung & Kang2009).
In this study, the creep behavior of a multi-cation (Y, Sm and Ca) doped α/β-SiAlON composite, in which aluminum-containing nitrogen melilite solid solution phase was designed as intergranular phase, was investigated by four-point bending creep tests under stresses from 50 to 150 MPa and at temperatures from 1300 °C to 1400 °C in air.
This paper focuses on the experimental characterization and modeling of the impact behavior of a multi-functional dual core sandwich panel designed for the rehabilitation of hydroelectric turbines.
The coupled thermoelastic behavior of a multi-layered or functionally graded hollow cylinder under generally transient thermal and mechanical loadings is investigated in this paper.
Numerical examples are presented to investigate the effect of bonding conditions on the thermo-electro-mechanical behavior of a multi-layered sphere.
The behavior of a multi-layer material at high strain rate and the damage evolution propagation inside the specimen were investigated by a combination of experimental and numerical techniques.
A simplified shear wall model is developed to simulate the inelastic behavior of a multi-story frame wall system due to the sudden loss of a significant portion of the shear wall at the first story.
In this paper, a comprehensive model is derived to analyze the dynamic behavior of a multi-cable double drum winding mining hoister with flexible guides by using Hamilton principle.
In this paper, an energy parameter based on the concept of the M-integral is proposed for describing the fracture behavior of a multi-cracked solid subjected to nonconservative and nonuniform crack surface tractions.
The dynamic behavior of a multi-span non-uniform continuous bridge under a moving vehicle is studied by considering the effect of interaction between the structure, the road surface roughness and the vehicle.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com