Design rules for equal-leg angle members subjected to compression and bending

MZ Bezas, JF Demonceau, I Vayas… - Journal of Constructional …, 2022 - Elsevier
Angle profiles are amongst the most common structural steel shapes for construction
purposes. However, their specific features clearly discern them from other types of common …

Finite element modeling and design of single angle member under bi-axial bending

A Hussain, YP Liu, SL Chan - Structures, 2018 - Elsevier
Practical single angle members are mostly subjected to eccentric forces due to the end
connections to their legs. Plastic Class 1 and compact Class 2 angle cross-sections are …

Classification and cross-section resistance of equal-leg rolled angle profiles

MZ Bezas, JF Demonceau, I Vayas… - Journal of Constructional …, 2021 - Elsevier
Angle profiles belong to the most common structural steel shapes used in construction. They
exhibit specific features that distinguish them from other types of common sections. This …

Experimental tests on members made from rolled angle sections

A Spiliopoulos, ME Dasiou, P Thanopoulos… - Steel …, 2018 - Wiley Online Library
Angle sections are widely used in civil engineering applications and especially in lattice
towers for telecommunication purposes. The principal and geometrical axes of angle …

Linear elastic iterative method for stability ultimate capacity of equal-leg angle towers

JJ Han, W Zhang, LF Yang - Scientific Reports, 2024 - nature.com
An efficient linear elastic iterative method is proposed for the stability ultimate capacity of
equal-leg angle towers, using an elastic modulus adjustment strategy in this paper. The …

Design of lattice towers from hot-rolled equal leg steel angles

MZ Bezas - 2021 - search.proquest.com
Angles profiles have been used since the very beginning of steel construction due to their
easy transportation and on-site erection. However, they exhibit specific features that clearly …

Homogeneous generalized yield criterion based elastic modulus reduction method for limit analysis of thin-walled structures with angle steel

LF Yang, Q Li, W Zhang, W Wu, Y Lin - Thin-Walled Structures, 2014 - Elsevier
A homogeneous generalized yield criterion (HGYC) expressed by piecewise polynomial is
given for angle section. The element bearing ratio (EBR), reference EBR, and uniformity of …

[HTML][HTML] Theoretical Analysis of the Plastic Property for Equal Angle Sections Subjected to Axial Force and Biaxial Bending

Y Sun, D Song, Q Cai, Y Liu, S Sun, Y Yang - Buildings, 2024 - mdpi.com
To fully harness the design development potential of plastic angle sections, this study
employs a theoretical analysis approach to examine the plastic behavior of equal angle …

Full plastic capacity of equal angle sections under biaxial bending and normal force

AE Charalampakis - Engineering structures, 2011 - Elsevier
Steel angle members are usually designed by elastic methods, which may lead to
uneconomical design. In order to make use of the plastic reserves of the section, the …

Behavior of large-size and high-strength steel angle subjected to eccentric load

Y Sun, D Song, S Sun, Y Guo - Structures, 2023 - Elsevier
This paper examined the behavior of large-size and high-strength steel angle (LHS)
members under eccentric load to determine their mechanical performance. The …