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A contribution to the analysis of box beams with deformable cross section
(Journal of Constructional Steel Research, 1988)
This paper compares the simplified theory of thin-walled box beams with deformable cross section given by Sedlacek with the more accurate approach proposed by Kollbrunner and Hajdin. Single-cell, simply supported box girders ...
Resistance of cold-formed built-up stainless steel columns - Part I: Experiment
(Elsevier Ltd, 2018)
Nowadays, the codified procedure for design of centrically compressed cold-formed stainless steel (CFSS) builtup members is absent in Europe. Besides, there are no published research information and experimental data in ...
Resistance of cold-formed built-up stainless steel columns - Part II: Numerical simulation
(Elsevier Ltd, 2018)
In parallel with an experimental investigation of the flexural buckling behaviour of built-up stainless steel columns presented in the accompanying paper (Dobric et al., submitted for publication), a detailed Finite Element ...
Bolted shear connectors vs. headed studs behaviour in push-out tests
(Journal of Constructional Steel Research, 2013)
Prefabrication of concrete slabs reduces construction time for composite steel-concrete buildings and bridges. Different alternatives for shear connectors (bolts and headed studs) are analysed here to gain better insight ...
Behaviour of stainless steel press-braked channel sections under compression
(Elsevier Ltd, 2017)
This paper describes an experimental and numerical investigation of stainless steel material response and behaviour of press-braked channel sections under pure axial compression. A material test programme that covers ...
Influence of patch load length on strengthening effect in steel plate girders
(Journal of Constructional Steel Research, 2022)
The present paper aims to numerically investigate the influence of patch load length related to various geometric parameters on the patch loading resistance of steel plate girders. Geometric parameters such as the web ...