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Three-dimensional submodel for modelling of joints in precast concrete structures
The shear capacity of in-situ cast joints is crucial to the overall stability of precast concrete structures. The current design is based on empirical formulas, which account for neither the reinforcement layout of the joint nor the three-dimensional stress states present within the joint. In this paper, a semi-analytical submodel is presented. The model is formulated as an optimisation problem within the framework of numerical limit analysis. The presented submodel is capable of describing the key mechanisms within the joint and the model is verified by comparison to existing numerical models. The shear capacity of the joint subjected to triaxial stress states is analysed and the results are discussed.
Three-dimensional submodel for modelling of joints in precast concrete structures
The shear capacity of in-situ cast joints is crucial to the overall stability of precast concrete structures. The current design is based on empirical formulas, which account for neither the reinforcement layout of the joint nor the three-dimensional stress states present within the joint. In this paper, a semi-analytical submodel is presented. The model is formulated as an optimisation problem within the framework of numerical limit analysis. The presented submodel is capable of describing the key mechanisms within the joint and the model is verified by comparison to existing numerical models. The shear capacity of the joint subjected to triaxial stress states is analysed and the results are discussed.
Three-dimensional submodel for modelling of joints in precast concrete structures
Herfelt, Morten Andersen (Autor:in) / Poulsen, Peter Noe (Autor:in) / Hoang, Linh Cao (Autor:in) / Jensen, Jesper F. (Autor:in) / Maekawa, Koichi / Kasuga, Akio / Yamazaki, Jun
01.01.2016
Herfelt , M A , Poulsen , P N , Hoang , L C & Jensen , J F 2016 , Three-dimensional submodel for modelling of joints in precast concrete structures . in K Maekawa , A Kasuga & J Yamazaki (eds) , Proceedings of the 11 th fib International PhD Symposium in Civil Engineering . pp. 865-872 , 11th fib International PhD Symposium in Civil Engineering , Tokyo , Japan , 29/08/2016 . < http://concrete.t.u-tokyo.ac.jp/fib_PhD2016/conf_proceedings.htm >
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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