[en] The numerical recalculation performed on the slab, beam and joint tests as well as the analytical recalculation of these tests have been employed as support for the experimental investigations represented within the previous chapter.
In particular, numerical and analytical analysis have been performed to design the experimental test and the test setup for the symmetric and the asymmetric 3D test performed by UTRE.
For the 2D-frame tests a numerical simulation was performed and the analytical model was validated. In addition to the recalculation of the experimental investigations on composite joints some parameters were varied in order to evaluate the influence on the behavior of the composite joints.
Furthermore an analytical approach to predict the response of joints subjected to M-N-loading was investigated.
In addition, analytical calculations have been performed in order to predict the results of the static and dynamic experimental tests.
Disciplines :
Civil engineering
Author, co-author :
Hoffmann, Nadine
Kuhlmann, Ulrike
Vanvinckenroye, Hélène ; Université de Liège > Département ArGEnCo > Analyse sous actions aléatoires en génie civil
Zhang, Lihong ; Université de Liège > Département ArGEnCo > Adéquat. struct. aux exig. de fonct.& perfor. techn.-écon.
D'Antimo, Marina ; Université de Liège > Département ArGEnCo > HECE (Hydraulics in Environnemental and Civil Engineering)
