2007
DOI: 10.1016/j.jcsr.2006.06.035
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Resistance of headed studs subjected to fatigue loading

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Cited by 111 publications
(36 citation statements)
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“…16). All concrete parameters except the resistance are deduced from Eurocode 2 [22]. In tension an elastic linear law is assumed up to half-experimental tensile strength, then a linear softening branch models the tension stiffening effect.…”
Section: Presentation Of the Numerical Fe Modelmentioning
confidence: 99%
See 1 more Smart Citation
“…16). All concrete parameters except the resistance are deduced from Eurocode 2 [22]. In tension an elastic linear law is assumed up to half-experimental tensile strength, then a linear softening branch models the tension stiffening effect.…”
Section: Presentation Of the Numerical Fe Modelmentioning
confidence: 99%
“…Force-slip relationship (P-s) of studs has been chosen according to recent experiments at Wuppertal University [22] :…”
Section: Presentation Of the Numerical Fe Modelmentioning
confidence: 99%
“…The extensive application of steel-concrete composite beams has been observed on both fields of building and bridge construction. Due to the simple fabrication and standard based design method [1] the headed studs are the most common shear connection type, however more researches highlighted the drawback of their static and cyclic behaviours [2], [3]. Intensive research has been carried out on innovative shear connection types to find the force transfer mechanism, the resistance and deformation capacity under static and cyclic loading with the aim to provide calculation methods to design.…”
Section: Introductionmentioning
confidence: 99%
“…Most of the data on connectors have been obtained from various types of push-out test. Since the 1960s, various researchers have conducted a great number of cyclic push-out tests to determine the fatigue life of shear connectors (Akao, Kurita, & Hiragi, 1982;Feldmann, Gesella, & Leffer, 2006;Feldmann, Hechler, Hegger, & Rauscher, 2008;Hanswille, Porsch, & Ustundag, 2007;Johnson, 2000;Leea, Shimb, & Changc, 2005;Nakajima et al, 2003;Oehlers, 1989;Slutter & Driscoll, 1965;Veljkovic & Johansson, 2006) Although safety factor in initial design may delay the occurrence of fatigue problems, the priori negligence of corrosion pits in structural integrity analysis may lead to significant overestimation of the damage tolerance ability of existing steel structures (Petroyiannis, Kermanidis, & Akid, 2005). There is lack of protection between the concrete slab and steel girder interface and also makes corrosion difficult to be detected.…”
Section: Introductionmentioning
confidence: 99%