Free vibrational characteristics of various imperfect FG beam via a novel integral Timoshenko's theory
In the current paper, a new first-order Timoshenko's theory (N-FSDBT) based on the
indefinite integral is proposed to examine the vibrational behavior of power-law (P-FG) …
indefinite integral is proposed to examine the vibrational behavior of power-law (P-FG) …
Experimental and numerical study of shear behavior of concrete–soft rock interface: with approach of concrete penetration in rock cavities
In this study, the shear behavior of the concrete-soft rock interface was simulated using
PFC3D software and the results were compared with physical tests. While the interface …
PFC3D software and the results were compared with physical tests. While the interface …
Analytical approach to contact mechanics of functionally graded orthotropic layers with gravitational considerations
E Öner, AWH Al-Qado - Acta Mechanica, 2024 - Springer
Contact problems involving deformable bodies are widespread in both industrial and
everyday situations. They have a crucial impact on structural and mechanical systems …
everyday situations. They have a crucial impact on structural and mechanical systems …
An open source MATLAB solver for contact finite element analysis
B Wang, J Bai, S Lu, W Zuo - Advances in Engineering Software, 2025 - Elsevier
Contact phenomenon widely exists in engineering, which is a high nonlinearity problem.
However, the majority of open source contact finite element codes are written in C++, which …
However, the majority of open source contact finite element codes are written in C++, which …
[PDF][PDF] Advanced frequency of thick FGM cylindrical shells with fully homogeneous equation
CC Hong - Journal of Structural Engineering & Applied …, 2024 - goldenlightpublish.com
Usually, the shear deformation theory of displacements need not be considered in the thin
shell analyses, and it is usually considered for the thick shell analyses. To include the varied …
shell analyses, and it is usually considered for the thick shell analyses. To include the varied …
An efficient seven-parameter double superposition-based theory for free vibration analysis of laminated composite shells
G Fan, M Lezgy-Nazargah - European Journal of Mechanics-A/Solids, 2024 - Elsevier
Although various two-dimensional (2D) theories have been developed for analysis of
laminated shell structures in the last two decades, most of these models are not efficient …
laminated shell structures in the last two decades, most of these models are not efficient …
Nonlinear Model for LTB Prediction of RHS Beams Under Combined Axial and Bending Loads With Distortional Deformation Allowed
A Saoula, SM Aldosari, SA Meftah… - … Structural Design of …, 2024 - Wiley Online Library
The aim of the present study is to develop an efficient and accurate analytical model for the
lateral torsional buckling (LTB) prediction of RHS beams. To this end, a coherent nonlinear …
lateral torsional buckling (LTB) prediction of RHS beams. To this end, a coherent nonlinear …
Passive vibration control of sandwich beams with FGM faces and viscoelastic core resting on nonlinear foundation system
The aim of the present investigation is focused on the nonlinear forced vibration analysis of
porous FGM sandwich beam with a viscoelastic core resting on nonlinear elastic foundation …
porous FGM sandwich beam with a viscoelastic core resting on nonlinear elastic foundation …
Experimental and Numerical Indentation Tests to Study the Crack Growth Properties Caused by Various Indenters Under High Temperature
V Sarfarazi, H Haeri, J Fu… - … for Numerical and …, 2024 - Wiley Online Library
This paper investigates the influence of indenter shape and rock texture on the crack growth
properties and rock hardness. For this purpose, two different rock specimens such as basalt …
properties and rock hardness. For this purpose, two different rock specimens such as basalt …
Evaluation of rock pillar failure mechanisms under uniaxial compression: impact of joint number and joint angle
Experimental and discrete element methods were used to investigate the effects of joint
number and joint angle on the failure behavior of rock pillars under the uniaxial compressive …
number and joint angle on the failure behavior of rock pillars under the uniaxial compressive …