Results 61 to 70 of about 1,820 (220)

Dynamic Analysis Of Straight And Curved Beams On Elastic Foundation [PDF]

, 2013
Free and forced vibration analysis of straight and curved beams on elastic foundation are investigated in Laplace domain. The Timoshenko beam theory is adopted in the derivation of the governing equation.
Faruk Firat Calim
core  

Non-linear thermal post-buckling analysis of FGM Timoshenko beam under non-uniform temperature rise across thickness [PDF]

, 2016
The present work deals with geometrically non-linear post-buckling load–deflection behavior of functionally graded material (FGM) Timoshenko beam under in-plane thermal loading.
Paul, Amlan, Das, Debabrata
core   +2 more sources

Effect of Orthotropic Variable Foundations and Unconventional Support Conditions on Nonlinear Hygrothermoelectric Vibration of Porous Multidirectional Piezoelectric Functionally Graded Nonuniform Plate

International Journal of Mechanical System Dynamics, Volume 5, Issue 3, Page 535-563, September 2025.
ABSTRACT This article investigates the nonlinear vibration behavior of porous multidirectional piezoelectric functionally graded nonuniform (PFGN) plates resting on orthotropic variable elastic foundations and subjected to hygrothermal loading. The sigmoidal law is employed to define the multidirectional gradation properties, incorporating porosity ...
Pawan Kumar, Sontipee Aimmanee, Suraj Prakash Harsha   +2 more
wiley   +1 more source

Analysis of the contact problem functionally graded layer placed on a Pasternak foundation

ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik, Volume 105, Issue 8, August 2025.
Abstract This paper uses analytical and numerical methods to investigate the frictionless receding contact problem of two layers, one functionally graded (FG), loaded by a circular rigid block and resting on a Pasternak foundation. The upper layer loaded by the circular punch has homogeneous properties and contains a single shear modulus, while the ...
Aleyna Yazıcıoğlu, Murat Yaylacı, Dursun Murat Sekban, Hamdi Kuleyin, Ecren Uzun Yaylacı, Ahmet Birinci, Samy Refahy Mahmoud   +6 more
wiley   +1 more source

A robust approach for analysing dispersion of elastic waves in an orthotropic cylindrical shell [PDF]

, 2017
Dispersion of elastic waves in a thin orthotropic cylindrical shell is considered, within the framework of classical 2D Kirchhoff-Love theory. In contrast to direct multi-parametric analysis of the lowest propagating modes, an alternative robust approach
Kaplunov, J, Nobili, A
core   +1 more source

Updated consumer risk assessment of fluoride in food and drinking water including the contribution from other sources of oral exposure

EFSA Journal, Volume 23, Issue 7, July 2025.
Abstract This updated risk assessment evaluated evidence on potential adverse health effects of fluoride related to all sources of oral exposure as mandated by the European Commission. Fluoride benefit assessment was not included. Effects on the central nervous system, thyroid and bone were prioritised.
EFSA Scientific Committee, Susanne Hougaard Bennekou, Ana Allende, Angela Bearth, Josep Casacuberta, Laurence Castle, Tamara Coja, Amélie Crépet, Ron Hoogenboom, Helle Knutsen, Claude Lambré, Søren Saxmose Nielsen, Dominique Turck, Antonio Vicent Civera, Roberto Villa, Holger Zorn, Jacqueline Castenmiller, Karlien Cheyns, Keyvin Darney, Mary Gilbert, Jean‐Charles Leblanc, Haakon Meyer, Evangelia Ntzani, Martin Paparella, Marco Vinceti, Heather Wallace, Maria Anastassiadou, Maria Bastaki, Irene Cattaneo, Luna Greco, Anna Lanzoni, Francesca Riolo, Olaf Mosbach‐Schulz, Andrea Terron, Thorhallur Halldorsson   +34 more
wiley   +1 more source

A Finite Element Study of the Bending Behavior of Beams Resting on Two-Parameter Elastic Foundation

Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section, 2006
Although the Winkler’s model is a poor representation of the many practical subgrade or subbase materials, it is widely used in soil-structure problems for almost one and a half century.
Iancu-Bogdan Teodoru, Vasile Muşat, M. Vrabie   +2 more
doaj  

Analysis of static behavior of a P-FGM Beam [PDF]

, 2019
In this paper, the systematic arrangements are acquired to foresee the static behavior of the P-FGM beam and which have been gotten by Navier's solution.
CHIKH, Abdelbaki
core  

Integrating transposable elements in the 3D genome [PDF]

, 2019
Chromosome organisation is increasingly recognised as an essential component of genome regulation, cell fate and cell health. Within the realm of transposable elements (TEs) however, the spatial information of how genomes are folded is still only rarely ...
A Bousios, A Bridier-Nahmias, A Buckle, A Ciuffi, A Cournac, A Le Rouzic, AE Hafner, AL Sanborn, AN Boettiger, AP Wolffe, ARW Schroder, B Bonev, B Charlesworth, B Marini, C Vara, C Xue, CA Brackley, CA Brackley, CA Brackley, CA Brackley, CM Caragine, CP Brangwynne, CP Brangwynne, D Jost, D Michieletto, D Michieletto, D Michieletto, D Michieletto, D Pruss, D Pruss, D Schmidt, DG Schatz, DH Sanchez, DJ Winter, E Lieberman-Aiden, E Orlandini, E Serrao, EB Chuong, EP Nora, F Benedetti, F Erdel, G Fudenberg, G Kunarso, GP Wang, H Zayed, HE Lee, Horng D. Ou, I Solovei, IM Flyamer, J Dekker, J Kind, J Nuebler, J Wang, JH Sun, JM Santos-Pereira, Jonathan D Halverson, JR Dixon, JS Lucas, K Roessler, KD Taganov, KG Alavattam, KL Chan, L Hilbert, L Lu, LA Mirny, Lindsay M. Payer, M Benleulmi, M Chiang, M Ciubotaru, M Di Pierro, M Eltsov, M Kvaratskhelia, M Naughtin, M Pasi, MN Choudhary, N Gilbert, N Khanna, P Dong, PJ Flory, PM Pryciak, PS Schnable, R Collepardo-Guevara, R Craigie, R Raviram, R Schrijvers, R Stadhouders, R Stadhouders, R-s Nozawa, S Bianco, S Cheung, S Grob, S Zhou, SSP Rao, SSP Rao, T Cremer, T Nagano, T Sultana, T Wicker, TH Eickbush, V Aidinis, W-K Cho, X Gao, Y Shin, Y Zhang, YAG Fosado, Özgen Deniz   +105 more
core   +5 more sources

Response of an Elastic Plate on a Pasternak Foundation to a Moving Load

TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series A, 1980
This paper considers the response of an elastic plate to a moving load. The plate is resting on a Pasternak foundation and the load moves uniformly with a constant velocity. The deflection of the plate is expressed in the form of integration. Combinations of the velocity and the foundation parameters yield the expression in five types of integration ...
openaire   +3 more sources