Kim J.R. Rasmussen

TL;DR: In this article, the authors developed an expression for the stress-strain curves for stainless steel alloys which is valid over the full strain range, which is useful for the design and numerical modelling of stainless steel members and elements which reach stresses beyond the 0.2% proof stress in their ultimate limit state.

TL;DR: In this article, a test program on columns fabricated from high strength steel plates with nominal yield stress of 690 MPa was described and compared with column design strengths of the Australian steel structures standard AS4100, the Load and Resistance Factor Design Specification of the American Institute of Steel Construction, The British Standard BS5950: Part 1, and the draft European Committee for Standardisation (CEN) Eurocode3.

TL;DR: In this article, the authors describe a test program on stub columns fabricated from BISALLOY 80 steel plates with nominal yield stress of 690 MPa, and assesses whether the plate strength rules of the Australian Steel Structures Standard AS 4100, the Load and Resistance Factor Design Specification of the American Institute of Steel Construction (AISC-LRFD), the British Standard BS 5950 Part 1 and the European Convention for Structural Steelwork Eurocode3 are applicable to high strength steel.

TL;DR: In this article, the authors present tests on square and circular stainless steel tubular beams and quantify the increase in bending strength resulting from cold-work during the fabrication process using the concept of affinity factors.

TL;DR: In this article, a set of new test data for high strength concrete filled steel tubular (CFST) members subjected to transverse impact is presented, and a finite element analysis (FEA) model is established to predict the impact behaviour of high strength CFST members, and the accuracy of which is then verified by the presented test results.