Results 71 to 80 of about 147,550 (191)

Linear and non-linear finite element analysis of shear-corrected composites box beams

open access: yesLatin American Journal of Solids and Structures
The Updated Lagrangian formulation for non-linear finite element analysis is applied to the problem of thin-walled composites box beams undergoing large displacements. A shear correction factor for thin-closed rectangular sections is introduced into some
J.D. Vanegas, I.D. Patiño
doaj   +1 more source

A New Hyperbolic Shear Deformation Theory for Bending Analysis of Functionally Graded Plates

open access: yesModelling and Simulation in Engineering, 2012
Theoretical formulation, Navier’s solutions of rectangular plates based on a new higher order shear deformation model are presented for the static response of functionally graded plates.
Tahar Hassaine Daouadji   +3 more
doaj   +1 more source

Bias-Free Shear Estimation using Artificial Neural Networks

open access: yes, 2010
Bias due to imperfect shear calibration is the biggest obstacle when constraints on cosmological parameters are to be extracted from large area weak lensing surveys such as Pan-STARRS-3pi, DES or future satellite missions like Euclid. We demonstrate that
A. Riffeser   +7 more
core   +1 more source

Numerical analysis of the Iosipescu specimen for composite materials [PDF]

open access: yes
A finite element analysis of the Iosipescu shear tests for unidirectional and cross-ply composites is presented. It is shown that an iterative analysis procedure must be used to model the fixture-specimen kinematics.
Farley, G. L.   +3 more
core   +1 more source

The Commonality of Earthquake and Wind Analysis [PDF]

open access: yes, 1980
Earthquakes and wind loadings constitute dynamic effects that often must be considered in the design of buildings and structures. The primary purpose of this research study was to investigate the common features of general dynamic analysis procedures ...
Cevallos-Candau, P.J., Hall, W.J.
core  

Next-to-Leading Order Shear Viscosity in lambda phi^4 Theory

open access: yes, 2007
We show that the shear viscosity of lambda phi^4 theory is sensitive at next-to-leading order to soft physics, which gives rise to subleading corrections suppressed by only a half power of the coupling, eta = [3033.54 + 1548.3 m_{th}/T] N T^3]/[ (N+2)/3 ...
Guy D. Moore, R. Kubo, V. A. Rubakov
core   +1 more source

Static and dynanic analysis of composite plate using the C0-type higher-order shear deformation theory

open access: yesHo Chi Minh City Open University Journal of Science - Engineering and Technology, 2011
This paper presents a novel numerical procedure based on edge-based smoothed finite element method (ES–FEM) in combination with the C0-type higher-order shear deformation theory (HSDT) for static and dynamic analysis of laminated composite plate.
Tran Vinh Loc   +3 more
doaj  

Buckling analysis of thick isotropic plates by using exponential shear deformation theory

open access: yesApplied and Computational Mechanics, 2012
In this paper, an exponential shear deformation theory is presented for the buckling analysis of thick isotropic plates subjected to uniaxial and biaxial in-plane forces.
Sayyad A. S., Ghugal Y. M.
doaj  

Determination of the characteristic values of the undrained shear strength of organic soils according to Eurocode 7 [PDF]

open access: yesArchives of Civil Engineering
The paper presents the methods of determining the characteristic value on the basis of the standards: PN-B-03020:1981, PN-EN 1997-1:2008, prEN 1997-1:2022-09 and Schneider formula. Determination of the characteristic value of the undrained shear strength
Maria Jolanta Sulewska   +1 more
doaj   +1 more source

Fitting formulae of the reduced-shear power spectrum for weak lensing

open access: yes, 2010
Context. Weak gravitational lensing is a powerful probe of large-scale structure and cosmology. Most commonly, second-order correlations of observed galaxy ellipticities are expressed as a projection of the matter power spectrum, corresponding to the ...
Bartelmann   +22 more
core   +1 more source

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