Rothoblaas - X-RAD Page 34
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X-ONE X-PLATE X-SEAL GUIDELINES FOR MODELLING THE XRAD SYSTEM STEP 1 STEP 2 Modelling starts with the definition of the base panel and the X-ONE connectors at the corners. The CLT panel can be modelled with “shell” elements as the rigidity of the CLT / X-RAD system is controlled by the deformability of the connection. The connector can be modelled with two square steel connecting rods with side measuring l = 5.51 mm and length 255 mm (“frame” elements placed at the corners of the panel). So a final X-RAD rigidity is obtained of k = 25 kN/mm. 255 mm 255 mm 25 kN/mm 25 kN/mm STEP 3 STEP 4 The representation of each X-RAD with two connecting rods allows a traction/compression force to be linked to the vertical frame element and a shearing force to the horizontal frame element. In order to simulate contact between panel-panel and panelfoundation, nonlinear gap springs are defined. These have infinite compression rigidity and no traction. SHEAR TENSION COMPRESSION C C NOTE: The full guidelines for modelling the X-RAD system can be downloaded from www.rothoblaas.com or from the MyProject software. These guidelines give an example of a possible sequence of useful tips to help you model CLT structures with the X-RAD system. It is the responsibility of the designer to define and study in depth the modelling process details needed for proper structural design. 32 X-ONE
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