Results 21 to 30 of about 37,827 (316)

Buckling Analysis of Airframe Jointed Panel Under Combined Loading

open access: yesInternational Journal of Applied Mechanics and Engineering, 2018
The complicated relationship of the high order static indeterminate structure will lead to a lot of calculation work. The strength analysis of the structure is very difficult.
Xu Li, Dawei Jia, Chao Meng
doaj   +1 more source

Study on Seismic Evaluation of PWR-CV Based on Proving Test on Seismic Reliability (Clarification of Conservatism to Be Considered in Buckling Design Methods)

open access: yesNihon Kikai Gakkai ronbunshu, 2022
In seismic design for a PWR reactor containment vessel (PWR-CV), the reliability assessment about buckling limit state under a seismic loading has been carried out by the method described in JEAG4601 (hereinafter, design by rule).
Shinjiro HIDAKA   +3 more
doaj   +1 more source

Buckling and Post-buckling Analysis of Composite Plates [PDF]

open access: yes, 2011
Thin walled stiffened composite panels are among the most utilized structural elements in ship structures. The composite layered panels with fibers are the most usually used in shipbuilding, aerospace industry and in engineering constructions as well.
Elena-Felicia Beznea, Ionel Chiric
openaire   +1 more source

Growth induced buckling instability of anisotropic tube and its application in wound edge instability

open access: yesCurved and Layered Structures, 2017
Fiber reinforced anisotropic material abounds in biological world. It has been demonstrated in previous theoretical and experimental works that growth of biological soft tubular tissue plays a significant role in morphogenesis and pathology.
Yang Le   +2 more
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

A basic study on buckling evaluation method for plate structures

open access: yesNihon Kikai Gakkai ronbunshu, 2017
In this paper, we have proposed a simple buckling evaluation method for plate structures of which original shapes and boundary conditions do not change before buckling, and buckling modes of the plates are uniform along longitudinal directions of the ...
Takashi YAMAGUCHI
doaj   +1 more source

Using Symbolic Computation in Buckling Analysis

open access: yesJournal of Symbolic Computation, 1985
Asymptotic buckling analysis of elastic structures can be considered a well established procedure. It consists in bifurcation analysis of a system of one-parameter differential equations: balance, compatibility and constitutive equations. The aim of this work was to experiment with the use of automatic symbolic computation in the asymptotic bifurcation
Nicola Rizzi, Amabile Tatone
openaire   +2 more sources

Nonlinear buckling analysis of tower crane structure based on movable boundaries

open access: yesAdvances in Mechanical Engineering, 2022
The tower crane is a typical soaring and complex frame structure, and buckling is an important factor affecting its safety and carrying capacity. Considering the special characteristics of the boundary conditions for the boom structure, a numerical ...
Jinpeng Gu   +6 more
doaj   +1 more source

Prediction for elastic local buckling stress and ultimate strength of H-section beam

open access: yesHeliyon, 2023
The local stability of the H-section beam is essentially determined by the width-thickness ratios of flange and web. Current design codes provide width-thickness ratio limits to classify sectional ranks regarding local buckling.
Tao Wang, Zhixiang Zha, Chonggen Pan
doaj   +1 more source

Perilaku Beban-Perpindahan Aksial Pre-Buckling dan Post-Buckling pada Struktur Kolom Elastis

open access: yesMedia Komunikasi Teknik Sipil, 2014
The analysis of column buckling is generally based on the analysis of linear eigenvalue problem to obtain the buckling load. In the linear analysis we do not know the load-displacement behavior especially after buckling occurs.
Sumirin Sumirin
doaj   +1 more source

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