Seismic performance of an energy dissipating shear key for highway bridges using butterfly-shaped steel plates

K Yue, L Xu, J Liu, L Fan, L Xu - Engineering Structures, 2023 - Elsevier
Typical small-to-medium-span highway bridges in China are usually equipped with
reinforced concrete shear keys in the transverse direction to provide lateral support for the …

Nonlinear vibrations and internal resonance of pretwisted rotating cantilever rectangular plate with varying cross-section and aerodynamic force

YF Zhang, Y Niu, W Zhang - Engineering Structures, 2020 - Elsevier
This paper investigates the complex nonlinear vibrations and internal resonance of the
rotating blade subjected to the aerodynamic force, which is simplified to a pretwisted rotating …

Nonlocal elasticity theory for lateral stability analysis of tapered thin-walled nanobeams with axially varying materials

M Soltani, F Atoufi, F Mohri, R Dimitri… - Thin-Walled Structures, 2021 - Elsevier
The lateral-torsional buckling behavior of functionally graded (FG) non-local beams with a
tapered I-section is here investigated using an innovative methodology. The material …

ANN model for predicting the elastic critical buckling coefficients of prismatic tapered steel web plates under stress gradients

RI Shahin, M Ahmed, SA Yehia, QQ Liang - Engineering Structures, 2023 - Elsevier
Tapered steel plate girders are commonly used in large span industrial structures and
composite bridges. The tapered thin steel web plates under stress gradients in such …

Interaction of the lateral buckling strength with the axial load for FG micro-sized I-section beam–columns

M Soltani, A Soltani, O Civalek - Thin-Walled Structures, 2022 - Elsevier
This article presents the assessment of axial preloading impact on lateral stability capacity of
a size-dependent I-section beam–column element with axially varying material properties …

Analytical solutions attempt for lateral torsional buckling of doubly symmetric web-tapered I-beams

AB Benyamina, SA Meftah, F Mohri - Engineering structures, 2013 - Elsevier
The elastic lateral torsional buckling behavior of doubly symmetric web tapered thin-walled
beams is investigated in this work. For the purpose, a non-linear model is developed in large …

Lateral buckling analysis of thin-walled functionally graded open-section beams

TT Nguyen, PT Thang, J Lee - Composite structures, 2017 - Elsevier
Lateral buckling of thin-walled functionally graded (FG) open-section beams is studied,
regarding mono-symmetric I-and channel-sections. The approach based on assumption that …

Lateral buckling of tapered thin walled bi-symmetric beams under combined axial and bending loads with shear deformations allowed

A Osmani, SA Meftah - Engineering Structures, 2018 - Elsevier
In this paper, the effect of shear deformations on elastic lateral buckling of tapered thin-
walled open and closed bi-symmetric section beams under combined bending and axial …

New hybrid approach for free vibration and stability analyses of axially functionally graded Euler-Bernoulli beams with variable cross-section resting on uniform …

M Soltani, B Asgarian - Latin American Journal of Solids and …, 2019 - SciELO Brasil
In this paper, a new hybrid approach is presented based on the combination of the power
series expansions and the Rayleigh-Ritz method for stability and free vibration analyses of …

Nonlocal analysis of the flexural–torsional stability for FG tapered thin-walled beam-columns

M Soltani, F Atoufi, F Mohri, R Dimitri, F Tornabene - Nanomaterials, 2021 - mdpi.com
This paper addresses the flexural–torsional stability of functionally graded (FG) nonlocal thin-
walled beam-columns with a tapered I-section. The material composition is assumed to vary …