Results 81 to 90 of about 14,541 (297)
Free Vibration of Single Walled Carbon Nanotube Resting on Exponentially Varying Elastic Foundation
Curved and Layered Structures, 2018 In this article, free vibration of SingleWalled Carbon Nanotube (SWCNT) resting on exponentially varying Winkler elastic foundation is investigated by using Differential Quadrature Method (DQM).
Chakraverty Snehashish +1 more
doaj +1 more source
, 2011 In this study, free vibration of an Euler-Bernoulli beam resting on a variable Winkler foundation is considered. Structures which are supported along their length such as beams or pipelines resting on elastic soil are very commonly modeled with a Winkler
H. Tan, Metin Kaya, Alev Kacar
core +1 more source
Seismic analysis and design of tunnels within fault ground: A review
Deep Underground Science and Engineering, EarlyView.The research methods of seismic response of tunnels within fault ground, including field investigations, analytical solutions, physical experiments, and numerical simulations, and seismic countermeasures are discussed. The present study examines the shortcomings and limitations of the current research and design, and puts forward proposals for future ...
Xingda Wang +6 more
wiley +1 more source
MODES OF VIBRATION OF THE BEAMS UNDER THE INFLUENCE OF DISCONTINUITY IN FOUNDATION
Facta Universitatis. Series: Mechanical Engineering, 2014 Vibrations of the Timoshenko beams resting on the Winkler and Pasternak elastic foundation with discontinuity are investigated in this paper. A p-version finite element method that accounts for shear deformation is used.
Vladimir Stojanović, Pedro Ribeiro
doaj
Chengshi guidao jiaotong yanjiuObjective It is aimed to tackle the inefficient accuracy of traditional Euler-Bernoulli beam and Winkler foundation model in calculating settlement induced by shield under-passing existing tunnels. Method Based on the Timoshenko beam theory and Pasternak
WANG Liang +3 more
doaj +1 more source
Investigation on tunnel stability considering pipe‐roof support with transparent soil technology
Deep Underground Science and Engineering, EarlyView.This study integrates transparent soil technology, 3D reconstruction and numerical simulation to captures the full‐field deformation of shield tunnel instability. Results demonstrate that pipe‐roof support enhances stability via the “soil‐arching barrier effect,” effectively restraining failure wedge development by extending stress transfer paths ...
Zhi Jia +4 more
wiley +1 more source
The Euler-Bernoulli beam on a tensionless Winkler foundation: a simple problem of receding contact
, 2018 A steel ruler supported by a flexible foam foundation, modelled as an Euler-Bernoulli beam on a Winkler foundation, exhibits receding contact when subjected to a point load.
Stephen, Neil, Ch'ng, Sy
core +2 more sources
, 2003 92-94The phenomenon of the existence of a transition foundation stiffness for the buckling problem of a simply supported column on Winkler foundation is well -known.
Rao, G Venkateswara
core
Results in EngineeringNano- and micro-scale beam–substrate assemblies are key components of sensors, actuators, and flexible electronics, yet their mechanical responses deviate from classical elasticity because intrinsic material length scales govern their behavior.
Suchart Limkatanyu +6 more
doaj +1 more source
International Journal of Cancer, EarlyView.Tobacco use and alcohol consumption are primary risk factors for head and neck squamous cell carcinoma, with combined use occurring in three‐quarters of cases. This large international study of former smokers shows that the risk reduction effect of smoking cessation occurs more slowly for laryngeal cancer than for other head and neck cancer subsites ...
Matheus de Abreu +41 more
wiley +1 more source