R
Ralejs Tepfers
Researcher at Chalmers University of Technology
Publications - 76
Citations - 2596
Ralejs Tepfers is an academic researcher from Chalmers University of Technology. The author has contributed to research in topics: Ultimate tensile strength & Compressive strength. The author has an hindex of 24, co-authored 76 publications receiving 2380 citations. Previous affiliations of Ralejs Tepfers include Democritus University of Thrace.
Papers
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Journal ArticleDOI
Cracking of concrete cover along anchored deformed reinforcing bars
TL;DR: In this paper, the state of stress in the concrete due to bond forces from deformed reinforcing bars is analyzed and a concrete ring model is used for determination of the cracking resistance of the concrete cover.
Journal ArticleDOI
Comparative Study of Models on Confinement of Concrete Cylinders with Fiber-Reinforced Polymer Composites
Laura De Lorenzis,Ralejs Tepfers +1 more
TL;DR: In this paper, a systematic assessment of the performance of the existing models on confinement of concrete columns with fiber-reinforced polymer (FRP) composites is presented, and a new equation is proposed to evaluate the axial strain at peak stress of FRP-confined concrete cylinders.
Dissertation
A theory of bond applied to overlapped tensile reinforcement splices for deformed bars
TL;DR: In this paper, a bond theory for deformed reinforcing bars in concrete is elaborated taking into account different stages in development of final rupture occurring as splitting or pull-out, and the concrete cover splitting resistance is modelled for a thick-walled concrete ring in elastic and plastic stages.
Journal ArticleDOI
Fatigue Strength of Plain, Ordinary,and Lightweight Concrete
Ralejs Tepfers,Thomas Kutti +1 more
Journal ArticleDOI
Analytical modelling of plastic behaviour of uniformly FRP confined concrete members
TL;DR: In this paper, a method for the assessment and calibration of the elastoplastic behavior of FRP confined concrete is presented based on the evaluation of permanent deformations from observed experimental deformations and theoretical elastic response of confined concrete.