Searched for: subject:"steel"
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document
Akyel, A. (author), Kolstein, M.H. (author), Bijlaard, F.S.K. (author)
Modern steel manufacturing techniques make it possible to produce steel with the nominal yield strength up to 1300 MPa for structural purposes. However, the application of very high strength steels is still limited in the civil engineering structures due to lack of knowledge about the effects of the manufacturing process and experimental results...
journal article 2018
document
Teixeira De Freitas, S. (author), Kolstein, M.H. (author), Bijlaard, F.S.K. (author)
Full-scale fatigue tests were performed on two retrofitted orthotropic bridge decks (OBDs). The retrofitting systems consist of adding a second steel plate on the top of the existing deck. The aim is to reduce the stresses at the fatigue-sensitive details and therefore extend the fatigue life of the OBD by stiffening the existing deck plate....
journal article 2017
document
Qiang, X. (author), Wu, N. (author), Jiang, X. (author), Bijlaard, F.S.K. (author), Kolstein, M.H. (author)
Purpose – This study aims to reveal more information and understanding on performance and failure mechanisms of high strength steel endplate connections after fire. Design/methodology/approach – An experimental and numerical study on seven endplate connections after cooling down from fire temperature of 550°C has...
journal article 2017
document
Leendertz, J.S. (author), Kolstein, M.H. (author)
This article describes the behaviour and stress analysis of the crossbeams in orthotropic steel decks with continuous trapezoidal closed stiffeners. The trough stiffener to crossbeam connections, with or without cope holes, influence the behaviour of the crossbeam. The effects can be transferred to effective properties of a beam without cut outs...
journal article 1995
Searched for: subject:"steel"
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