Nonlinear behaviour and stability of functionally graded porous arches with graphene platelets reinforcements
This research presents an analytical approach for nonlinear static responses and stability
analysis of functionally graded porous (FGP) arches with graphene platelets (GPLs) …
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) …
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
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 …
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
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 …
fixed circular steel arches under symmetric and non-symmetric loading. A test loading …
Structural behaviour of arched steel beams with cellular openings
Arched beams with cellular openings (referred to here as arched cellular beams) are used
as roof beams with several practical advantages and architectural-appearance …
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 …
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 …
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
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 …
weight and considerable loading capacity advantages. Arches with sufficient lateral bracings …
Flexural-torsional buckling resistance design of circular arches with elastic end restraints
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 …
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 …
on the steel columns through the rigid connection, which are loaded to failure under static …