Results 11 to 20 of about 72,177 (316)

Numerical Homogenization of Single-Walled Corrugated Board with Imperfections

open access: yesApplied Sciences, 2022
Numerical homogenization is an excellent tool for the quick simplification of complex structures with a model that is much simpler and, at the same time, accurately reflects the mechanical behavior of the original model.
Damian Mrówczyński   +2 more
doaj   +1 more source

Experimental and computational approaches to the evaluation of double corrugated arch structures. A review of the latest advancements [PDF]

open access: yesArchives of Civil Engineering, 2021
Double corrugated, self-supporting K-span arch structures are now commonly used globally to make roofs for building structures, as an alternative to traditional solutions.
Artur Piekarczuk   +3 more
doaj   +1 more source

Laminate Ply Stacking Sequence Optimization with Fibers Orientation Imperfections

open access: yesEngineering Transactions, 2015
The paper discusses the fiber orientations imperfections effect on the optimum design of a laminate plate exposed to compressive load. It is assumed that fibers angular imperfection for each design variable cannot exceed maximum allowable deviation from ...
J. Latalski
doaj   +1 more source

Numerical Investigation on the Buckling Load Capacity of Novel Compound Cross-Sections Used in Crane Construction

open access: yesApplied Sciences, 2023
Although a crane is exposed to a wide range of loads, there is a growing need for a lighter, more slender design. As a result, double girder cranes are becoming single girder cranes, aiming to make the steel structure as light as possible.
Markus Ladinek   +2 more
doaj   +1 more source

An Abridged Review of Buckling Analysis of Compression Members in Construction

open access: yesBuildings, 2021
The column buckling problem was first investigated by Leonhard Euler in 1757. Since then, numerous efforts have been made to enhance the buckling capacity of slender columns, because of their importance in structural, mechanical, aeronautical, biomedical,
Manmohan Dass Goel   +4 more
doaj   +1 more source

Random fields of initial out of straightness leading to column buckling

open access: yesJournal of Civil Engineering and Management, 2017
The elastic load-carrying capacity and buckling trajectory of steel columns under compression with open and hollow cross-sections, whose axis is curved by spatial random fields, are studied in the article. As a result of the spatial curvature of the axis
Zdeněk Kala, Jan Valeš, Jeppe Jönsson
doaj   +1 more source

Flexoelectric and surface effects on a cracked piezoelectric nanobeam: Analytical resonant frequency response [PDF]

open access: yesArchive of Mechanical Engineering, 2019
A nanoscale beam model containing defect under the piezoelectricity considering the surface effects and flexoelectricity is established on the framework of Euler-Bernoulli theory.
Marzie Bastanfar   +3 more
doaj   +1 more source

ON THE IMPERFECTIONS OF CRYSTALS [PDF]

open access: yesProceedings of the National Academy of Sciences, 1929
Imperfections of crystals may be either of mechanical or chemical nature. As will appear in the course of this investigation, the phenomena related to the chemical imperfections can hardly be understood without a preliminary knowledge of the mechanical defects of the crystals considered.
openaire   +2 more sources

Influence of Yield Strength Variability over Cross-Section to Steel Beam Load-Carrying Capacity

open access: yesNonlinear Analysis, 2005
Authors of article analysed influence of variability of yield strength over cross-section of hot rolled steel member to its load-carrying capacity. In calculation models, the yield strength is usually taken as constant.
J. Kala, Z. Kala
doaj   +1 more source

Analysis of load capacity of roof trusses with imperfections and the issue of equivalent load adoption [PDF]

open access: yesActa Scientiarum Polonorum. Architectura, 2021
The internal forces and stresses were analyzed and utilization of the design resistance in selected members of the roof structure with local and global geometrical imperfections was evaluated. Values of these imperfections were based on the information
Grzegorz Gremza, Jan Zamorowski
doaj   +1 more source

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