Rothoblaas - X-RAD Page 30
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X-ONE X-PLATE X-SEAL ANALYTICAL MODELS The experimental campaign and the finite-element model show how the X-ONE + CLT panel system has different ways of failure on changes in the stress direction. For the purposes of defining calculation models, 8 main stress directions were identified within a x-z reference system, in which the behavioural symmetries of the connection can be noted. Starting from observation of the experimental collapse characteristics, the balance configurations of the connection were identified for each stress direction in accordance with the static theorem of the limit analysis. By way of example the resistant mechanisms for two configurations are shown: z F F α α 2RVGS,t 2RVGS,c α x α = 0° 2RVGS,t 50° 50° 2RVGS,t Configuration for α = 45° 2RVGS,t Configuration for α = 135° - 315° On the basis of the analytical model, it is possible to generate a further resistance domain very close to those identified experimentally and through the FEM model. This confirms the stability of the behaviour of the connection and the validity of the analysis methods adopted. 130 [kN] 110 90 70 50 30 10 -230 -210 -190 -170 -150 -130 -110 -90 -70 -50 -30 -10 α = 0° 10 -30 -50 -70 -90 -110 -130 -150 -170 -190 -210 -230 Resistance domain from analytical calculation 28 X-ONE 30 50 70 90 110 130 [kN]
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