Results 51 to 60 of about 1,338 (228)

Thermal Buckling and Postbuckling Analysis of Cracked FG-GPL RC Plates Using a Phase-Field Crack Model

open access: yesApplied Sciences
A phase-field crack model is developed for numerical analysis of thermal buckling and postbuckling behavior of a functionally graded (FG) graphene platelet-reinforced composite (FG-GPLRC) plate with a central crack.
Jin-Rae Cho
doaj   +1 more source

Experimental and Numerical Analysis of Compression Thin-Walled Composite Plates Weakened by Cut-Outs

open access: yesArchives of Civil Engineering, 2017
Buckling and postbuckling response of thin-walled composite plates investigated experimentally and determinated analytically and numerically is compared. Real dimension specimens of composite plates weakened by cut-out subjected to uniform compression in
Falkowicz K.
doaj   +1 more source

Reduced‐Order Modeling for Second‐Order Computational Homogenization With Applications to Geometrically Parameterized Elastomeric Metamaterials

open access: yesInternational Journal for Numerical Methods in Engineering, Volume 126, Issue 1, 15 January 2025.
ABSTRACT The structural properties of mechanical metamaterials are typically studied with two‐scale methods based on computational homogenization. Because such materials have a complex microstructure, enriched schemes such as second‐order computational homogenization are required to fully capture their nonlinear behavior, which arises from nonlocal ...
T. Guo   +4 more
wiley   +1 more source

Anti-buckling effect and ultimate load-bearing capacity of thin-walled steel compression members

open access: yesMechanical Engineering Journal, 2022
Analytical theories related to the buckling criterion and strength of thin-walled structures are classified into flat plate and cylindrical shell theories and others (conical shell and spherical shell).
Ming JI
doaj   +1 more source

AI‐Driven Strength Prediction for Concrete‐Filled Steel Tube Column

open access: yesApplied Computational Intelligence and Soft Computing, Volume 2025, Issue 1, 2025.
This article explores a simplified method to predict the load‐carrying capacity of concrete‐filled steel tubular (CFST) columns and analyzes 13 different types of CFST composite columns. The analysis emphasizes the significance of having sufficient high‐quality experimental data to improve the accuracy of prediction models.
Kanchidurai S.   +4 more
wiley   +1 more source

Comprehensive Analysis of Crack Propagation and Buckling Dynamics: Advancing Column Stability Insights via Finite Element Modeling

open access: yesAdvances in Materials Science and Engineering, Volume 2025, Issue 1, 2025.
This study presents a comprehensive analysis of the impact of cracks on the buckling behavior and load capacity of column structures using the finite element method (FEM). The primary objective is to investigate how crack locations and orientations affect the critical load capacity and deformation patterns of columns and to develop and validate ...
Rajib Karmaker   +3 more
wiley   +1 more source

Post-buckling behaviour of slender structures with a bi-linear bending moment-curvature relationship [PDF]

open access: yes, 2007
Certain classes of slender structures of complex cross-section or fabricated from specialised materials can exhibit a bi-linear bending moment–curvature relationship that has a strong influence on their global structural behaviour.
Vaz, M. A.   +3 more
core   +1 more source

Influence of Slenderness Ratio on Buckling Behavior of Reinforced Concrete Columns: A Finite Element Analysis

open access: yesAdvances in Materials Science and Engineering, Volume 2025, Issue 1, 2025.
Reinforced concrete columns (RCCs) are critical load‐bearing elements in structural systems, where stability is often governed by buckling, particularly in slender members subjected to axial compression. While extensive studies exist on column buckling, there remains a need for integrated approaches that couple analytical formulations with advanced ...
Rajib Karmaker   +3 more
wiley   +1 more source

Topology optimization for stiffened panels, from linear buckling to postbuckling

open access: yes, 2023
This study introduces topology optimization for postbuckling of stiffened panels. A level-set-based topology optimization parameterization, which has been successfully applied to linear buckling optimization, is extended to postbuckling optimization of ...
Kennedy, David   +3 more
core   +1 more source

A mixed hexahedral solid‐shell finite element with self‐equilibrated isostatic assumed stresses for geometrically nonlinear problems

open access: yesInternational Journal for Numerical Methods in Engineering, Volume 125, Issue 24, 30 December 2024.
Abstract Mixed Finite Elements (FEs) with assumed stresses and displacements provide many advantages in analysing shell structures. They ensure good results for coarse meshes and provide an accurate representation of the stress field. The shell FEs within the family designated by the acronym Mixed Isostatic Self‐equilibrated Stresses (MISS) have ...
Francesco S. Liguori   +2 more
wiley   +1 more source

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