Results 21 to 30 of about 4,217 (265)

NUMERICAL MODEL FOR ANALYSIS OF STEEL FRAME STRUCTURES WITH INCLUDED GEOMETRIC IMPERFECTIONS [PDF]

open access: yese-Zbornik. Elektronički Zbornik Radova Građevinskog Fakulteta, 2020
Numerical model based on finite element method for analysis of steel frame structures is presented. Model is implemented in computer program [9] and implies application of 1D (beam) finite element.
Radoslav Markić
doaj   +1 more source

Shape and Size of Initial Geometrical Imperfections of Structural Glass Members

open access: yesTransactions of the VŠB – Technical University of Ostrava, Civil Engineering Series., 2017
Abstract In this paper measuring and determining of initial geometrical imperfections of set of glass members are presented. Measured specimens had the different dimensions and different composition – monolithic glass or laminated glass using different types of interlayer foils and glass panes.
Pešek Ondřej, Melcher Jindřich
openaire   +2 more sources

Safety factor determining for space trusses by non-linear analysis and artificial neural network method

open access: yesScience and Engineering of Composite Materials, 2013
Determining a feasible safety factor for space trusses is an important phase in structural analysis that could have economic benefits. We know there are many kinds of imperfections in structural elements, which include both material and geometric flaws ...
Yadollahi Mehrzad Mohabbi   +4 more
doaj   +1 more source

Overall Buckling Behavior and Design of Steel Stiffened Box Section Columns Under Axial Compression

open access: yesBuildings
This study experimentally and numerically investigated the overall buckling behavior of steel box column components. Two box section specimens were fabricated for axial compression tests.
Bing Shangguan   +5 more
doaj   +1 more source

Fourier representation of geometrical imperfection for probabilistic buckling analysis

open access: yesJurnal Ilmiah SINERGI
This research studies the first part of the failure of a compression member structure due to buckling. This unstable equilibrium collapse, exposes brittle failure which occurs suddenly and therefore should be avoided wherever possible.
Pariatmono Sukamdo   +5 more
doaj   +1 more source

Damage Creep Analysis and Instability Delay Time of Ultrahigh pillar considering Initial Transverse Deformation [PDF]

open access: yesE3S Web of Conferences, 2019
According to the ultrahigh pillar structure and mechanical characteristics, considering the initial geometric deviation caused by mining disturbance, the simplified model of the pressure bar is established. Based on elastic-plastic theory, the deflection
Qi Wei, Fu Jian-xin, Song Wei-dong
doaj   +1 more source

Cold-formed RHS T joints with initial geometrical imperfections

open access: yes, 2018
Peer ...
Garifullin, M.   +4 more
openaire   +3 more sources

Modelling Initial Geometric Imperfections of Steel Plane Frames Using Entropy and Eigenmodes

open access: yesInternational Journal of Mechanics, 2023
The article introduces an innovative approach to modelling initial geometric imperfections in steel plane frames. Initial imperfections are introduced using the analysis of normalised deformations of elastic buckling modes. The scale of these modes is assessed by applying Shannon entropy and potential energy analysis.
openaire   +2 more sources

Comparison of Triply Periodic Minimal Surface Energy Absorbers Under Uniaxial Compressive Loading

open access: yesAdvanced Engineering Materials, EarlyView.
This study investigates LCD 3D printed Triply Periodic Minimal Surface (TPMS) structures as mechanical energy absorbers. By comparing various base designs and layered combinations under uniaxial compression, it identifies that a Diamond‐Gyroid sandwich structure offers superior performance.
Sergej Grednev   +2 more
wiley   +1 more source

Experimental and Numerical Study on Local Buckling Analysis of Q550 High-Strength Steel T-Rib-Stiffened Plates

open access: yesInfrastructures
In high-strength steel structures, local plate buckling is a critical concern due to the slenderness of plate elements. This study experimentally and numerically investigated the local buckling analysis of Q550 high-strength steel stiffened plates with T-
Peng Chen   +4 more
doaj   +1 more source

Home - About - Disclaimer - Privacy