Analyzing of continuous and discontinuous contact problems of a functionally graded layer: theory of elasticity and finite element method-Reference-Cited by-同舟云学术

Analyzing of continuous and discontinuous contact problems of a functionally graded layer: theory of elasticity and finite element method

Published:2023-10-09 Issue: Volume: Page:1-19
ISSN:1539-7734
Container-title:Mechanics Based Design of Structures and Machines
language:en
Short-container-title:Mechanics Based Design of Structures and Machines

Author:

Yaylacı Murat¹,Öner Erdal²,Adıyaman Gökhan³,Öztürk Şevval¹,Uzun Yaylacı Ecren⁴,Birinci Ahmet³

Affiliation:

1. Department of Civil Engineering, Recep Tayyip Erdogan University, Rize, Turkey

2. Department of Civil Engineering, Bayburt University, Bayburt, Turkey

3. Department of Civil Engineering, Karadeniz Technical University, Trabzon, Turkey

4. Faculty of Engineering and Architecture, Recep Tayyip Erdogan University, Rize, Turkey

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Condensed Matter Physics,Aerospace Engineering,Automotive Engineering,General Mathematics,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15397734.2023.2262562

Reference44 articles.

1. Performance of a Flange Joint using Different Gaskets under Combined Internal Pressure and Thermal Loading, a FEM Approach#

2. Analytical evaluation of frequencies of bidirectional FG thick beams in thermal environment and resting on different foundation;Benaberrahmane I.;Structural Engineering and Mechanics,2021

3. On the receding contact between a graded and a homogeneous layer due to a flat-ended indenter

Cited by 10 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Free vibrational characteristics of various imperfect FG beam via a novel integral Timoshenko’s theory;Acta Mechanica;2024-08-07

2. Experimental and numerical study of shear behavior of concrete–soft rock interface: with approach of concrete penetration in rock cavities;Computational Particle Mechanics;2024-07-15

3. An efficient seven-parameter double superposition-based theory for free vibration analysis of laminated composite shells;European Journal of Mechanics - A/Solids;2024-07

4. Evaluation of rock pillar failure mechanisms under uniaxial compression: impact of joint number and joint angle;Computational Particle Mechanics;2024-06-12

5. Rock joint filling breakage under three different instant loading conditions; physical test and PFC simulation;Computational Particle Mechanics;2024-06-10