Results 21 to 30 of about 8,118 (208)
[Objectives] The influence of the toroidal transition on the ultimate load-carrying capacity of ribbed cone-cone connections is studied by finite element methed.[Methods] The arc length method is used to calculate the ultimate load-carrying capacity of ...
JING Teng +3 more
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Applicability of thin-walled structures for energy-savings in steel construction [PDF]
The paper discusses the use of lightweight thin-walled structures which make it possible to save resources in steel construction. The highlighted challenges that this industry face in the Russian Federation involve insufficient development of the ...
Korsun Natalia D. +1 more
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Considering the geometric nonlinearity and geometric imperfection of stiffened cylinders, the generalized similitude conditions and scaling laws for axial compression post-buckling are established by applying the similitude transformation to the total ...
Wei Yu +3 more
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Robust topology optimization accounting for geometric imperfections
Topology optimization is a powerful method to optimize the performance of macro, micro, or nano structures. However, the geometry of the actual structure may differ from the optimized design due to manufacturing errors.
Schevenels, M. +4 more
core +3 more sources
Burst Strength Analysis of Casing With Geometrical Imperfections
Accurately predicting the burst strength is very important in the casing design for the oil and gas industry. In this paper, finite element analysis is performed for an infinitely long thick walled casing with geometrical imperfections subjected to internal pressure.
Huang, Xiaoguang +5 more
openaire +3 more sources
Numerical analysis on axial capacity of steel built-up battened columns [PDF]
This paper deals with the numerical analysis aimed at study the bearing capacity of pinended steel built-up columns under axial compression. Finite element (FE) models were performed for the columns presented in the literature. The main problem discussed
Paweł Pieczka, Piotr Iwicki
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Unfavorable geometric imperfections in steel plate girders subjected to localized loads
Recent experimental studies have shown that the current EN1993-1-5 patch loading resistance model underestimates the ultimate strength of steel plate girders in certain cases, especially for longitudinally stiffened steel plate girders and longer patch ...
Kovačević, Saša +3 more
core +1 more source
Probabilistic Buckling Analysis on Light Steel Compression Members [PDF]
Cold-formed steel sections are thin-walled structural members with high width-to-thickness ratios, making them highly susceptible to initial geometric imperfections that may reduce their buckling capacity.
Oktavia Tuti +5 more
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Investigation of Actual In-Plane Geometric Imperfections of Steel Tied-Arch Bridges
The complex global analysis of the steel tied-arch bridges may require specific data in some cases, e.g., residual stress or real geometrical imperfections.
Matúš Farbák +3 more
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Reliability of silo structure with geometric imperfections [PDF]
AbstractReliability of a silo structure with geometric imperfections is estimated. As the silo cylindrical constructions can be loaded with pressure below the atmospheric any geometric discrepancies are very dangerous and can significantly reduce their capacities. A probabilistic approach was applied. Two cases were considered.
Jarosław Górski, Tomasz Mikulski
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