Results 41 to 50 of about 9,711 (260)

Architected Lattices with a Topological Transition

open access: yesAdvanced Engineering Materials, Volume 27, Issue 11, June 2025.
This article develops topological metamaterials showing multidirectional two‐step deformation under compression by embedding contact‐enabled topological mechanisms into lattice structures. Experiments on 3D‐printed 2D and 3D lattices and finite element simulations are conducted to demonstrate the working principle of the topological metamaterials.
Shivam Agarwal, Lihua Jin
wiley   +1 more source

Static and Dynamic Thermomechanical Buckling Loads of Functionally Graded Plates. [PDF]

open access: yes, 2013
In the paper the buckling phenomenon for static and dynamic loading (pulse of finite duration) of FGM plates subjected to simultaneous action of one directional compression and thermal field is presented.
Kowal-Michalska, Katarzyna   +1 more
core  

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

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

Load-Carrying Capacity of Ultra-Thin Shells with and without CNTs Reinforcement

open access: yesMathematics, 2022
Isotropic ultra-thin shells or membranes, as well as cable–membrane structures, cannot resist loads at the initial state and always require a form-finding process to reach the steady state.
Tan N. Nguyen   +3 more
doaj   +1 more source

Symbolic manipulation in buckling and postbuckling analysis [PDF]

open access: yesComputers & Structures, 1985
A perturbation procedure for the buckling and postbuckling analysis of elastic structures is shown to be well suited to be implemented as an automatic symbolic manipulation procedure. The postbuckling analysis of a circular arch is considered as an example, and the asymptotic description of the bifurcated equilibrium path is given. The main purposes of
Rizzi N, TATONE, Amabile
openaire   +3 more sources

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

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

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

Postbuckling and failure analysis of layered composite panels [PDF]

open access: yesFME Transactions, 2020
This work considers the buckling and postbuckling behaviour of axially compressed layered composite panels including initial failure analysis. For determination stresses in layered composite panels Finite Element Method (FEM) used.
Maksimović Katarina   +4 more
doaj  

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