On the inelastic failure of high strength steel I-shaped beams

CJ Earls - Journal of Constructional Steel Research, 1999 - Elsevier
Compactness and bracing provisions for the design of steel beams are formulated so as to
ensure that the resulting beam exhibits adequate structural ductility. The specification of …

Experimental study of stainless steel angles and channels in bending

M Theofanous, A Liew, L Gardner - Structures, 2015 - Elsevier
Substantial research has been conducted in recent years into the structural response of
stainless steel components, with the focus being primarily on doubly symmetric cross …

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 …

Testing, simulation and design of steel equal-leg angle section beams

B Behzadi-Sofiani, L Gardner, MA Wadee - Thin-Walled Structures, 2022 - Elsevier
The stability and design of steel equal-leg angle section members subjected to uniaxial
bending are studied herein. An experimental investigation, comprising material testing …

Ultimate strengths of steel rectangular box beams subjected to combined action of bending and torsion

K Kim, CH Yoo - Engineering Structures, 2008 - Elsevier
Box beams are widely used for both curved and straight structural members due to their
superb torsional properties. When horizontally curved members are subjected to vertical …

Influence of material effects on structural ductility of compact I-shaped beams

CJ Earls - Journal of Structural Engineering, 2000 - ascelibrary.org
This paper outlines the results from a research program aimed at studying the impact that
certain features of the uniaxial material response representation of steel have on the …

Effects of material property stratification and residual stresses on single angle flexural ductility

CJ Earls - Journal of Constructional Steel Research, 1999 - Elsevier
This paper investigates the influences that non-homogeneous material properties and
residual stress distributions have on the structural ductility of single angle beams bent about …

Lateral buckling strengths of steel angle section beams

NS Trahair - Journal of Structural Engineering, 2003 - ascelibrary.org
The design of unbraced steel angle section beams against biaxial bending and torsion
requires the ability to predict their lateral buckling strengths when bent about the major …

Ultimate bearing capacity of T-shaped retrofitting diagonal members for angle steel transmission towers

H Wu, Q Xie, X Zhang - Engineering Structures, 2024 - Elsevier
Collapse of steel latticed transmission towers under strong winds is a significant safety
concern for power systems. Attaching additional members to the tower members can …

Single angle geometric axis flexure: II. Design recommendations

CJ Earls - Journal of Constructional Steel Research, 2001 - Elsevier
In this paper experimentally verified nonlinear finite element techniques are employed in the
study of equal leg single angle beams bent about the geometric axis. From the study of the …