نتایج جستجو برای: buckling safety factor

تعداد نتایج: 1100903  

2013
J. Kepple B. G. Prusty G. Pearce D. Kelly R. Thomson R. Degenhardt

There is a strong requirement for more robust, lighter and cheaper launch vehicle structures. Unstiffened composite cylindrical shells, which are essential to the fabrication of launch vehicle airframes, are prone to buckling and are highly sensitive to imperfections which arise during the manufacturing process. The buckling load is an important characteristic in design, and may vary drasticall...

Journal: :Forests 2022

The beam stability factor (CL) is applied in construction practices to adjust the reference bending design value (Fb) of sawn lumber consider lateral-torsional buckling. Bending tests were carried out on 272 specimens four wood species, namely, red meranti (Shorea sp.), mahogany (Swietenia pine (Pinus and agathis (Agathis analyze a simply supported subjected concentrated loads at several points...

2017
Zhangming Wu Xiaodong Chen Paul. M. Weaver

Advanced carbon-fibre composite materials are increasingly used as primary structural components in aviation and aerospace industries due to their high stiffness-to-density ratio. The design of composite aerostructures is required to meet a number of safety criteria, in particular, the damage tolerance. Delaminations, which are caused by the impact of foreign objects (tool drops, runway debris,...

Journal: :journal of current ophthalmology 0
محمد ریاضی اصفهانی mohammad riazi esfahani ابراهیم جعفرزاده پور ebrahim jafarzadehpur حسن هاشمی hassan hashemi الینا غفاری elina ghaffari

purpose : to evaluate corneal visco-elasticity and intraocular pressure (iop) changes measured by an ocular response analyzer (ora) after scleral buckling methods : fifty-six eyes with history of scleral buckling surgery three months ago were included in the study. corneal hysteresis (ch), corneal resistance factor (crf), corneal-compensated iop (iopcc) and goldmann-correlated iop (iopg) were m...

2015
Yali Ma Zhen Gong Liang Zhao Yue Han Yun Wang

This paper investigates the relationship between mechanical behaviors and shape of corrugated fiberboard by means of buckling analysis, which is done by FEM (Finite Element Method). Firstly, after analyzing the structure of corrugated fiberboard a single-wall corrugated fiberboard model was built. The buckling load was measured in the ideal condition by linear buckling analysis (eigenvalue buck...

M. Salmani-Tehrani and S.H. Hashemolhoseini, M.Farzin,

In this study, "Buckling Limit of Strain" (B.L.S.) is introduced as one of the most important limiting factors in cold roll forming process. B.L.S. is calculated by the finite element procedure. Then for two particular processes with existing analysis and experimental results, B.L.S. has been determined and evaluated. LUSAS 12.3 is used for finite element analysis. The results show that when bu...

Journal: :Journal of Constructional Steel Research 2021

The mechanical behaviour and design of fixed-ended steel equal-leg angle section members subjected to axial compression are addressed in this study. First, the critical buckling is described. Experimental data on columns collected from literature then used for validation numerical (shell finite element) models, developed within commercial package ABAQUS. Validation performed by means comparison...

Journal: :Sustainability 2023

A tree may receive compression and flexure combination, the structural analysis governed by building code be capable of estimating tree’s safety in built environment. This study proposed to refer check dimension adequacy resisting load. simplified case focusing only on self-weight ignoring external loads; therefore, buckling a slender tapered round column subjected is advocated. Buckling occurs...

2004
Cheng Yu Benjamin W. Schafer

Failure in cold-formed steel beams is generally initiated by one of three instabilities: local, distortional, or lateral-torsional buckling. For cold-formed steel joists, purlins, or girts, when the compression flange is not restrained by attachment to sheathing or paneling, distortional buckling may be the predominant failure mode. Experimental results on cold-formed steel beams with unrestrai...

2006
A. Vaziri

Linear eigenvalue analysis of cracked cylindrical shells under combined internal pressure and axial compression is carried out to study the effect of crack type, size and orientation on the buckling behavior of cylindrical thin shells. Two types of crack are considered; through crack and thumbnail crack. Our calculations indicate that depending on the crack type, length, orientation and the int...

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