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Global stability of axially loaded partially encased composite column with L-shaped section
X Zhan, Z Qin, J Li, Y Chen - Journal of Constructional Steel Research, 2023 - Elsevier
The partially encased composite (PEC) section consists of steel component and concrete
partially encased between flanges. This paper investigates the global stability of partially …
partially encased between flanges. This paper investigates the global stability of partially …
Testing, modelling and design of aluminium alloy single-angle members connected by one leg under eccentric compression
Z Xu, G Tong, L Zhang, Y Guo - Thin-Walled Structures, 2023 - Elsevier
The buckling behaviour and design of aluminium alloy single-angle members connected by
one leg are investigated in this study. Buckling tests were carried out on eight simply …
one leg are investigated in this study. Buckling tests were carried out on eight simply …
Analysis of the stability behavior of cross bracings in transmission towers based on experiments and numerical simulations
Y Li, Z Yan, D Zhou, Q Ren, C Hua, Y Zhong - Thin-Walled Structures, 2023 - Elsevier
Angle steel towers are widely used in various transmission lines owing to their convenient
connections, easy availability, simple production processes, and high efficiencies. Cross …
connections, easy availability, simple production processes, and high efficiencies. Cross …
[HTML][HTML] Assessment of design procedures for the buckling resistance of hot-rolled steel equal leg angles under concentric and eccentric compression
This work presents an extensive advanced numerical study calibrated with recent
experimental results available in the literature on the buckling behavior of hot-rolled steel …
experimental results available in the literature on the buckling behavior of hot-rolled steel …
Flexural buckling of steel angles: experimental investigation
SMR Adluri, MKS Madugula - Journal of structural engineering, 1996 - ascelibrary.org
Structural steel angles have a wide variety of applications. However, steel angles have not
received the attention comparable to heavy shapes such as wide flange sections. For steel …
received the attention comparable to heavy shapes such as wide flange sections. For steel …
Compression tests on cold-formed angles loaded parallel with a leg
D Popovic, GJ Hancock… - Journal of Structural …, 2001 - ascelibrary.org
This paper describes a series of compression tests on cold-formed equal angles with
slender cross section. The angles were tested between pinned ends and loaded axially with …
slender cross section. The angles were tested between pinned ends and loaded axially with …
[HTML][HTML] Efficacy of IS code provisions for design of eccentrically loaded single angle compression members
In practical applications, steel single angles are often subjected to eccentric loading when
connected to a gusset plate through one leg only, resulting in complex compression …
connected to a gusset plate through one leg only, resulting in complex compression …
Model and uncertainty of compressive load capacity of steel equal angle connected by one leg
X Zhang, Q **e, H Wu - Journal of Constructional Steel Research, 2025 - Elsevier
Steel angle often connects with single leg for construction convenience, which introduces
uncertainties in load eccentricity and restraint, making capacity complex to calculate …
uncertainties in load eccentricity and restraint, making capacity complex to calculate …
Nonlinear mode interaction in equal-leg angle struts susceptible to cellular buckling
L Bai, F Wang, MA Wadee… - Proceedings of The …, 2017 - royalsocietypublishing.org
A variational model that describes the interactive buckling of a thin-walled equal-leg angle
strut under pure axial compression is presented. A formulation combining the Rayleigh–Ritz …
strut under pure axial compression is presented. A formulation combining the Rayleigh–Ritz …
Buckling resistance of perforated steel angle members
G Brando, G De Matteis - Journal of Constructional Steel Research, 2013 - Elsevier
The detrimental effect due to perforations on the buckling resistance of perforated hot-rolled
steel L-shaped members in compression is evaluated in the current paper. FEM numerical …
steel L-shaped members in compression is evaluated in the current paper. FEM numerical …