Rothoblaas - X-RAD Page 29
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X-ONE X-PLATE X-SEAL FINITE ELEMENT ANALYSIS The results collected in the experimental tests and observation of breaking characteristics led to the creation and validation of a finite-element model, capable of describing the overall behaviour of the X-ONE connection subject to movements in different directions. Analyses of the push-over type were simulated; these were then linearised through bilaterals in order to provide the values of maximum resistance to changes in the direction of movement. 180 150 Force [kN] 120 90 60 Pushover Bilateral 30 0 10 5 15 20 25 30 Displacement [mm] FEM of the X-ONE element and of the connectors Example of capacity curve with linearisation The points representing maximum resistances found by the FEM analyses enable the definition of a further resistance domain for the connection. [kN] 130 110 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 [kN] -30 -50 -70 -90 -110 -130 -150 -170 -190 -210 -230 FEM modelling of the X-ONE connector and CLT panel Resistance domain obtained from the FEM simulations X-ONE 27
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