Results 21 to 30 of about 12,863 (293)

A new inverse trigonometric shear deformation theory for isotropic and functionally graded sandwich plates [PDF]

open access: yes, 2014
A new inverse trigonometric shear deformation theory is proposed for the static, buckling and free vibration analyses of isotropic and functionally graded (FG) sandwich plates.
Thai, Huu-Tai   +3 more
core   +1 more source

Relationships between Imperfections and Shear Buckling Resistance in Web Plate with Sectional Damage Caused by Corrosion

open access: yesAdvances in Materials Science and Engineering, 2016
This study deals with the relationship between imperfections and shear buckling resistance of web plates with sectional damage caused by corrosion. To examine the imperfection effect on the shear buckling resistance of a web plate with sectional damage ...
Jin-Hee Ahn   +4 more
doaj   +1 more source

Critical Shear Buckling Load of Tapered Plate with Circular Opening

open access: yesHBRC Journal, 2016
The elastic shear buckling behavior of tapered plates with circular opening under shear stress has been studied numerically. Also, different aspect ratios and tapering ratios are studied numerically.
Bassem L. Gendy
doaj   +1 more source

Approximation of the critical buckling factor for composite panels [PDF]

open access: yes, 2012
This article is concerned with the approximation of the critical buckling factor for thin composite plates. A new method to improve the approximation of this critical factor is applied based on its behavior with respect to lamination parameters and ...
Bettebghor, Dimitri, Bartoli, Nathalie
core   +1 more source

The Role of Restraints on the Buckling Response of Glass Shear Walls

open access: yesChallenging Glass Conference Proceedings, 2016
In current practice, glass shear walls are frequently used to cover wide surfaces in facades. There, a multitude of restraints can be found, depending on specific aesthetic, architectural and structural requirements.
Chiara Bedon, Claudio Amadio
doaj   +1 more source

Applicable Formulas for Shear and Thermal Buckling of Perforated Rectangular Panels

open access: yesAdvances in Civil Engineering, 2022
The goal of this study is to create semiempirical formulations for predicting thermal and shear buckling loads of perforated rectangular isotropic panels for eight combinations of boundary conditions.
Husam Al Qablan
doaj   +1 more source

Buckling of clamped orthotropic plate in shear

open access: yesComposite Structures, 2006
The buckling of a clamped orthotropic plate under shear is considered. The analysis of the influence of the size of the plate, the plate bending stiffnesses on the critical load parameter is performed. The results of calculations are presented in the form of tables and the approximate polynomial, which are convenient for practical computations.
A.V. Lopatin, Y.B. Korbut
openaire   +1 more source

Vibration and buckling analysis of functionally graded sandwich beams by a new higher-order shear deformation theory [PDF]

open access: yes, 2015
This paper proposes a new higher-order shear deformation theory for buckling and free vibration analysis of isotropic and functionally graded (FG) sandwich beams.
Thai, Huu-Tai   +3 more
core   +1 more source

A new sinusoidal shear deformation theory for bending, buckling, and vibration of functionally graded plates

open access: yes, 2013
A new sinusoidal shear deformation theory is developed for bending, buckling, and vibration of functionally graded plates. The theory accounts for sinusoidal distribution of transverse shear stress, and satisfies the free transverse shear stress ...
Thai, Huu-Tai, Vo, Thuc
core   +1 more source

A quasi-3D theory for vibration and buckling of functionally graded sandwich beams [PDF]

open access: yes, 2015
This paper presents a finite element model for free vibration and buckling analyses of functionally graded (FG) sandwich beams by using a quasi-3D theory in which both shear deformation and thickness stretching effects are included.
Thai, Huu-Tai   +4 more
core   +1 more source

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