Static analysis of laminated composite beams based on higher-order shear deformation theory by using mixed-type finite element method

A Özütok, E Madenci - International Journal of Mechanical Sciences, 2017 - Elsevier
In this paper, mixed finite element (MFEM) equations which are based on a functional are
obtained by using the Gâteaux differential (GD) for laminated composite beams. Higher …

The effective thickness of laminated glass plates

L Galuppi, G Royer-Carfagni - Journal of Mechanics of Materials and …, 2012 - msp.org
The flexural performance of laminated glass, a composite of two or more glass plies bonded
together by polymeric interlayers, depends upon shear coupling between the glass …

[HTML][HTML] Geometric nonlinear analysis of slender layered non-prismatic beams with interlayer slip

D Ladurner, C Adam, T Furtmüller - International Journal of Mechanical …, 2024 - Elsevier
This paper presents a novel model that, for the first time, simultaneously captures the effects
of variable cross-section and interlayer slip on the geometrically nonlinear response of …

A simplified analysis method for composite beams with interlayer slip

UA Girhammar - International Journal of Mechanical Sciences, 2009 - Elsevier
A simplified static procedure is proposed for analysing and designing composite beams with
interlayer slip. The method is parallel to the Eurocode 5 method, but it is general in nature …

Static and dynamic analysis of three-layered partial-interaction composite structures

JP Lin, X Liu, Y Wang, R Xu, G Wang - Engineering Structures, 2022 - Elsevier
The static and dynamic behavior of three-layered composite structures is investigated in the
present work through the presently proposed finite-element (FE) expressions. Relative to …

Review of nonlinear analysis and modeling of steel and composite structures

HT Thai, TK Nguyen, S Lee, VI Patel… - International Journal of …, 2020 - World Scientific
Structural steel frames exhibit significantly geometric and material nonlinearities which can
be captured using the second-order inelastic analysis, also known as advanced analysis …

Derivation of the exact stiffness matrix for a two-layer Timoshenko beam element with partial interaction

QH Nguyen, E Martinelli, M Hjiaj - Engineering Structures, 2011 - Elsevier
This paper presents the full closed-form solution of the governing equations describing the
behaviour of a shear-deformable two-layer beam with partial interaction. Timoshenko's …

A numerically stable exact method for analysis of partial-interaction composite beams based on Timoshenko beam theory

Q Sun, N Zhang, X Liu - Engineering Structures, 2022 - Elsevier
The traditional direct stiffness matrix method may occur numerical instability for analysis of
partial-interaction composite beams with long spans. To solve this problem, this paper …

Post-buckling loads of a horizontal pipe string with variable length

W Li, D Zhao, Q Zhang, X Zhang, L Yao… - International Journal of …, 2023 - Elsevier
Horizontal well is one of the main measures to improve oil and gas production capacity.
However, with the extension of horizontal section, the risk of pipe string buckling will be …