Rothoblaas - X-RAD Catalog Page 26
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X-ONE X-PLATE X-SEAL STRUCTURAL ENGINEERING The objective of this section is to provide the designer with a resistance domain (characteristic and design) which describes the resistance of the X-ONE element stressed in different directions. The pre-assembled X-ONE component, fixed to the CLT panel by means of special connectors and made up of: 1. external box in bent metal plate, thickness 2.5 mm 2. internal stiffening plate, thickness 6 mm, with fastening holes for M16 bolts 3. insert in Laminated Veneer Lumber (LVL) 4. washer-plates, thickness 2.5 mm 5. internal M12 bolts with nuts 6. VGS full thread fasteners Ø11 mm (code XVGS11350) XONE AND CONNECTORS PLACING OF CONNECTORS WITH VARIABLE INCLINATION 3 2 1 4 5 6 The failure domain of X-ONE in a stress field variable between 0° and 360° (in the CLT panel plane) is determined according to 3 approaches: experimental investigations: load tests on the connection with different stress directions analysis of the finite elements (FEM): extension of the experimental results to different stress directions analytical models: confirmation of the experimental results and of the FEM analysis and simplification of the design approach The results obtained constitute the basis for preparation of the European Technical Assessment ETA 15/0632 issued by the OIB (Österreichisches Institut für Bautechnik - AT). FOR MORE INFORMATION A. Polastri, A. Angeli, “An innovative connection system for CLT structures: experimental - numerical analysis“, 13th World Conference on Timber Engineering 2014, WCTE 2014, Quebec City, Canada. A. Polastri, A. Angeli, G. Dal Ri, “A new construction system for CLT structures“, 13th World Conference on Timber Engineering 2014, WCTE 2014, Quebec City, Canada. A. Polastri, “An innovative connector system for fast and safe erection with CLT“, 20. Internationales Holzbau-Forum 2014, Garmisch Partenkirchen, Germany. A. Polastri, R. Brandner, D. Casagrande, “Numerical analyses of high- and medium- rise CLT buildings braced with cores and additional shear walls, Structures and Architecture: Concepts, Applications and Challenges“, Proceedings of the 3nd International Conference on Structures and Architecture, ICSA 2016. A. Angeli, A. Polastri, E. Callegari, M. Chiodega, “Mechanical characterization of an innovative connection system for CLT structures“, 14th World Conference on Timber Engineering 2016, WCTE 2016, Vienna, Austria. A. Polastri, C. Loss, L. Pozza, I. Smith, “CLT buildings laterally braced with core and perimeter walls“, 14th World Conference on Timber Engineering 2016, WCTE 2016, Vienna, Austria. A. Polastri, I. Giongo, S. Pacchioli, M. Piazza, “Structural analysis of CLT multi-storey buildings assembled with the innovative X-RAD connection system: case-study of a tall-building“, 14th World Conference on Timber Engineering 2016, WCTE 2016, Vienna, Austria. 24 X-ONE
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