Nonlinear behaviour and stability of functionally graded porous arches with graphene platelets reinforcements

Z Liu, C Yang, W Gao, D Wu, G Li - International Journal of Engineering …, 2019 - Elsevier
This research presents an analytical approach for nonlinear static responses and stability
analysis of functionally graded porous (FGP) arches with graphene platelets (GPLs) …

Buckling behaviors and load resistance design of steel cable-arches under in-plane loads

P Chea, YL Guo, DX Zhang, HF Wang, JP Wu - Journal of Constructional …, 2023 - Elsevier
This paper presents theoretical and numerical investigations into the in-plane elastic global
buckling performance and load resistance design of a kind of pin-ended cable-arch (CA) …

In-plane strength of steel arches with a sinusoidal corrugated web under a full-span uniform vertical load: Experimental and numerical investigations

YL Guo, H Chen, YL Pi, MA Bradford - Engineering Structures, 2016 - Elsevier
This paper reports experimental and numerical investigations used to develop a simple and
accurate design method for the in-plane strength of circular steel I-section arches having a …

An experimental study on out-of-plane inelastic buckling strength of fixed steel arches

YL Guo, SY Zhao, YL Pi, MA Bradford, C Dou - Engineering Structures, 2015 - Elsevier
This paper presents an experimental study on the out-of-plane inelastic buckling strength of
fixed circular steel arches under symmetric and non-symmetric loading. A test loading …

Structural behaviour of arched steel beams with cellular openings

OF Zaher, NM Yossef, MH El-Boghdadi… - Journal of Constructional …, 2018 - Elsevier
Arched beams with cellular openings (referred to here as arched cellular beams) are used
as roof beams with several practical advantages and architectural-appearance …

Experimental and numerical study on slender concrete-filled steel tubular arches subjected to tilting loads

J Sun, Y Geng, H Zhang, H Yin, Y Wang - Thin-Walled Structures, 2022 - Elsevier
Concrete-filled steel tubes (CFST) are economical for arch bridges because of their high
compressive strength and efficiency in construction. Compared to the traditional concrete …

Experimental and numerical investigations on flexural–torsional buckling of roller bent steel I-section arches

YC Hu, F **, F Liu, YH Tan - Thin-Walled Structures, 2023 - Elsevier
The flexural–torsional buckling (FTB) behavior of a freestanding circular steel I-section arch
subjected to static load is systematically investigated under residual stresses, geometric …

Experimental study on in-plane stability and design of perforated circular steel arches subject to central concentrated load

N Yu, H Ma, Y Chen, B Zhang, W Yuan - Structures, 2024 - Elsevier
Perforated steel arches are widely used in various construction buildings due to their light
weight and considerable loading capacity advantages. Arches with sufficient lateral bracings …

Flexural-torsional buckling resistance design of circular arches with elastic end restraints

C Dou, YL Pi - Journal of Structural Engineering, 2016 - ascelibrary.org
This paper presents the flexural-torsional buckling resistance and design of steel circular
arches subjected to uniform compression with elastic end bending restraints by using finite …

Experimental investigation into the in-plane buckling and ultimate resistance of circular steel arches with elastic horizontal and rotational end restraints

Y Lu, Y Cheng, Q Han - Thin-Walled Structures, 2017 - Elsevier
This paper presents the experimental and simulation study of circular steel arches attached
on the steel columns through the rigid connection, which are loaded to failure under static …