Title of article :
Experimental verification of the axial and lateral stiffness of large W7-X rectangular bellows
Author/Authors :
Reich، نويسنده , , J. and Cardella، نويسنده , , A. and Capriccioli، نويسنده , , A. and Koppe، نويسنده , , T. and Missal، نويسنده , , B. and Lِhrer، نويسنده , , W. and Langone، نويسنده , , S. and Sassone، نويسنده , , P.-C.، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2007
Abstract :
The WENDELSTEIN 7-X (W7-X) is a super-conducting helical advanced stellarator. W7-X is provided with 299 ports, which connect the plasma vessel with the outer vessel. All the ports are equipped with bellows, which, during bake-out and final adjustment, compensate the relative movements of the vessels.
teral stiffness which was calculated with the established standard EJMA code [EJMA code, Standards of the expansion joint manufactures association, INC, 25 North Broadway, Tarrytown, NY 10591. [1]] seemed to be relatively small. This appeared to be not correct in particular for non-circular bellows. The stiffness of rectangular, multilayer bellows have then been re-calculated with the finite element method (FEM) code ANSYS.
ximum difference between the FEM and EJMA code resulted to be up to 250% in particular with movements along the longer side of the bellows.
er to clarify the differences a test-campaign with the largest rectangular bellows was performed.
per summarises the calculation, describes the test activities, the apparatus and reports the final results.
Keywords :
Bellows , Wendelstein 7-X , lateral stiffness , PORTS
Journal title :
Fusion Engineering and Design
Journal title :
Fusion Engineering and Design