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- Publications
- Influence
Strength of Welded Connections in G450 Sheet Steel
- L. Teh, G. Hancock
- Engineering
- 1 October 2005
G450 steel to AS 1397 is a cold-reduced sheet steel with in-line galvanizing. Its grade is 450 MPa yield and 480 MPa tensile strength. It is widely used in Australia for purlins, and is being used to… Expand
Plastic-zone analysis of 3D steel frames using beam elements
- L. Teh, M. J. Clarke
- Engineering
- 1 November 1999
This paper presents a corotational formulation of a spatial beam element for the purpose of 3D plastic-zone analysis of steel frames composed of compact tubular sections and open sections with no… Expand
Co-rotational and Lagrangian formulations for elastic three-dimensional beam finite elements
- L. Teh, M. J. Clarke
- Mathematics
- 1 November 1998
Abstract It has been pointed out in a previous paper by the authors [1] that conservative internal moments of a spatial beam are of the so-called fourth kind, and that the rotation variables which… Expand
Symmetry of Tangent Stiffness Matrices of 3D Elastic Frame
- L. Teh, M. J. Clarke
- Mathematics
- 1 June 2000
In the literature, the symmetry of the element tangent stiffness matrix of a spatial elastic beam has been a subject of debate. The symmetry of the tangent stiffness matrices derived by some… Expand
Combined Bearing and Shear-Out Capacity of Structural Steel Bolted Connections
- L. Teh, Mehmet E. Uz
- Engineering
- 1 November 2016
AbstractThis study is concerned with the strength limit state of serial bolted connections in structural steel plates. It points out that the ultimate load capacity of a serial bolted connection… Expand
Effective Shear Plane Model for Tearout and Block Shear Failure of Bolted Connections
- L. Teh, G. Deierlein
- Materials Science
- 2017
- 13
- 2
Block shear capacity of bolted connections in hot- rolled steel plates
- L. Teh, Veysel Yazici
- Geology
- 2013
This paper extends the research previously conducted at the University of Wollongong on block shear failure of bolted connections in cold-reduced steel sheets with low ductility to hot-rolled steel… Expand
- 7
- 1
Self-shape optimisation principles: Optimisation of section capacity for thin-walled profiles
- B. Gilbert, L. Teh, H. Guan
- Engineering
- 1 November 2012
For economical benefits, optimisation of mass-produced structural steel products has been widely researched. The objective is to minimise the quantity of material used without sacrificing the… Expand
Self-shape optimisation application: Optimisation of cold-formed steel columns
- B. Gilbert, Timothee J.-M. Savoyat, L. Teh
- Engineering
- 1 November 2012
Abstract This paper presents the optimisation of cold-formed steel open columns using the recently developed self-shape optimisation method that aims to discover new profile shapes. The strength of… Expand
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