نتایج جستجو برای: gobal shear buckling

تعداد نتایج: 79910  

In this article, thermal stability of beams made of functionally graded material (FGM) is considered. The derivations of equations are based on the one-dimensional theory of elasticity. The material properties vary continuously through the thickness direction. Tanigawa's model for the variation of Poisson's ratio, the modulus of shear stress, and the coefcient of thermal expansion is considered...

2017
Mohammad Nejati Rossana Dimitri Francesco Tornabene Mohammad Hossein Yas

We study the thermal buckling behavior of cylindrical shells reinforced with Functionally Graded (FG) wavy Carbon NanoTubes (CNTs), stiffened by stringers and rings, and subjected to a thermal loading. The equilibrium equations of the problem are built according to the Third-order Shear Deformation Theory (TSDT), whereas the stiffeners are modeled as Euler Bernoulli beams. Different types of FG...

Journal: :Journal of Structural and Construction Engineering (Transactions of AIJ) 2014

Journal: :CoRR 2018
Reza Ghaffari Roger A. Sauer

A new hyperelastic material model is proposed for graphene-based structures, such as graphene, carbon nanotubes (CNTs) and carbon nanocones (CNC). The proposed model is based on a set of invariants obtained from the right surface Cauchy-Green strain tensor and a structural tensor. The model is fully nonlinear and can simulate buckling and postbuckling behavior. It is calibrated from existing qu...

2002
Laurent G. J. Montési Maria T. Zuber

Tectonic deformation in the Central Indian Basin (CIB) is organized at two spatial scales: long-wavelength (∼ 200 km) undulations of the basement and regularly-spaced faults. The fault spacing, of order 7 to 11 km, is too short to be explained by lithospheric buckling. We show that the localization instability derived in Montési and Zuber [2002a] provides an explanation for the fault spacing in...

Journal: :Soft matter 2015
Sourav Chatterjee Christina McDonald Jiani Niu Sachin S Velankar Peng Wang Rui Huang

We examine the buckling of a thin elastic film floating on a viscous liquid layer which is itself supported on a prestretched rubber sheet. Releasing the prestretch in the rubber induces a viscous stress in the liquid, which in turn induces a compressive stress in the elastic film, leading to buckling. Unlike many previous studies on wrinkling of floating films, the buckling process in the pres...

Rebar fracture in boundary elements of lightly reinforced shear walls in recent earthquake motivated research on the minimum longitudinal reinforcement applicable to shear walls. These researches lead to change in the ACI 318-19 requirement for minimum longitudinal reinforcement in boundary elements. New ACI 318 requirement increase minimum longitudinal reinforcement ratio for boundary elements...

Journal: :CoRR 2014
Loc V. Tran Chien H. Thai Buntara S. Gan Hung Nguyen-Xuan

In this paper, a novel and effective formulation based on isogeometric approach (IGA) and Refined Plate Theory (RPT) is proposed to study the behavior of laminated composite plates. Using many kinds of higher-order distributed functions, RPT model naturally satisfies the traction-free boundary conditions at plate surfaces and describes the non-linear distribution of shear stresses without requi...

Journal: :Physical review letters 2011
P Beiersdorfer D Layne E W Magee J I Katz

Attempts to achieve "top kill" of flowing oil wells by pumping dense drilling "muds," i.e., slurries of dense minerals, from above will fail if the Kelvin-Helmholtz instability in the gravity-driven counterflow produces turbulence that breaks up the denser fluid into small droplets. Here we estimate the droplet size to be submillimeter for fast flows and suggest the addition of a shear-thickeni...

2001
B. P. Patel

ABSTRAC~ This paper deals witU a new 48-degrees-of-freedom rectangular finite element for analysing moderately thi(:k, multilayered composite plates. The formulation is based on a kinematics which allows one to exactly ensure the continuity <londitions for the displacements, and the t~ansverse str~sses at the interfaces between the layers of a laminated structure and zero s1lress conditiQns at ...

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