Results 1 to 10 of about 1,734,649 (295)

Nonlinear Buckling and Post-buckling of Shape Memory Alloy Shallow Arches [PDF]

open access: yesJournal of Applied and Computational Mechanics, 2020
In this work, the nonlinear buckling and post-buckling behavior of shallow arches made of Shape Memory Alloy (SMA) is investigated. Arches are susceptible to large deflections, due to their slenderness, especially when the external load exceeds the ...
George C. Tsiatas   +2 more
doaj   +3 more sources

Analytical Prediction for Nonlinear Buckling of Elastically Supported FG-GPLRC Arches under a Central Point Load. [PDF]

open access: yesMaterials (Basel), 2021
In this paper, we present an analytical prediction for nonlinear buckling of elastically supported functionally graded graphene platelet reinforced composite (FG-GPLRC) arches with asymmetrically distributed graphene platelets (GPLs).
Yang Z   +5 more
europepmc   +2 more sources

Nonlinear Buckling Behavior of Spiral Corrugated Sandwich FGM Cylindrical Shells Surrounded by an Elastic Medium. [PDF]

open access: yesMaterials (Basel), 2020
This paper presents a semi-analytical approach for investigating the nonlinear buckling and postbuckling of spiral corrugated sandwich functionally graded (FGM) cylindrical shells under external pressure and surrounded by a two-parameter elastic ...
Tho Hung V   +6 more
europepmc   +2 more sources

Nonlinear Analysis of Buckling

open access: yesTransactions of the VŠB: Technical University of Ostrava, Civil Engineering Series, 2014
The stability analysis of slender web loaded in compression was presented. To solve this problem, a specialized computer program based on FEM was created.
Psotný Martin
doaj   +4 more sources

Nonlinear Buckling Analysis of Functionally Graded Graphene Reinforced Composite Shallow Arches with Elastic Rotational Constraints under Uniform Radial Load. [PDF]

open access: yesMaterials (Basel), 2018
The buckling behavior of functionally graded graphene platelet-reinforced composite (FG-GPLRC) shallow arches with elastic rotational constraints under uniform radial load is investigated in this paper.
Huang Y, Yang Z, Liu A, Fu J.
europepmc   +2 more sources

Instability by Extension of an Elastic Nanorod [PDF]

open access: yesNanomaterials
The static stability of an elastic, incompressible nanorod subjected to an extensional force is analyzed. The force is applied to a rigid rod that is welded to the free end of the nanorod.
Armin Berecki   +4 more
doaj   +2 more sources

Buckling suppression of a cantilever structure with a modified fuzzy sliding mode control [PDF]

open access: yesScientific Reports
Based on fuzzy sliding mode control, a control strategy is developed for the buckling suppression of a cantilever structure. Due to the laminated composite structure, shear effects on the dynamic behavior of the structure are incorporated into the ...
Jianhua Pan   +4 more
doaj   +2 more sources

Nonlinear Buckling of Fixed Functionally Graded Material Arches Under a Locally Uniformly Distributed Radial Load

open access: yesFrontiers in Materials, 2021
Functionally graded material (FGM) arches may be subjected to a locally radial load and have different material distributions leading to different nonlinear in-plane buckling behavior.
Hanwen Lu   +4 more
doaj   +1 more source

An Analytical Approach of Nonlinear Thermo-mechanical Buckling of Functionally Graded Graphene-reinforced Composite Laminated Cylindrical Shells under Compressive Axial Load Surrounded by Elastic Foundation [PDF]

open access: yesJournal of Applied and Computational Mechanics, 2020
This paper deals with an analytical approach to predict the nonlinear buckling behavior of functionally graded graphene-reinforced composite laminated cylindrical shells under axial compressive load surrounded by Pasternak’s elastic foundation in a ...
Ngoc Ly Le   +4 more
doaj   +1 more source

Stability Analysis of High-Pile and high-pier Considering Initial Pier Deviation [PDF]

open access: yesE3S Web of Conferences, 2021
Based on the high-pile and high-pier bridge of Qianhuang Expressway, eigenvalue buckling analysis is carried out by establishing three-dimensional finite element models of three different bridge types and high-pier types, and the corresponding structural
Zhu Mei-Liang   +3 more
doaj   +1 more source

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