School of Civil Engineering: Recent submissions
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Design Model for Bolted Moment End Plate Connections Joining Rectangular Hollow Sections Using Eight Bolts (No. R827)
Published 2003In this report a model for the determination of the serviceability and ultimate moment capacities of bolted moment end plate connections utilising rectangular hollow sections joined with eight bolts is presented. The ...Open AccessReport, Research -
Non-Linear Elastic Non-Uniform Torsion (No. R828)
Published 2003This paper is concerned with large twist rotations of elastic thin-walled open section beams which induce additional longitudinal stresses which exert non-linear “Wagner” stiffening torques. The non-linear behaviour of a ...Open AccessReport, Research -
Design of Stiffened Elements in Cold-formed Stainless Steel Sections (No. R826)
Published 2003This report presents strength equations for single stainless steel stiffened elements applicable to the range of alloys included in the Australian, American and European standards for stainless steel structures. Cold-formed ...Open AccessReport, Research -
Improving Rotation Capacities of Stiffened Welded Knee Joints between DuraGal C450 RHS (No. R832)
Published 2003This report describes a new welding-based solution that significantly increases the rotation capacity of a stiffened welded knee joint between DuraGal C450 RHS under opening moment. The proposed solution is more economical ...Open AccessReport, Research -
Buckling and Torsion of Steel Angle Section Beams (No. R833)
Published 2003Although steel single angle sections are commonly used as beams to support distributed loads which cause biaxial bending and torsion, their behaviour may be extremely complicated, and the accurate prediction of their ...Open AccessReport, Research