2014
DOI: 10.1016/j.fusengdes.2014.02.006
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Mechanical analysis of the joint between Wendelstein 7-X target elements and the divertor frame structure

Abstract: The target elements of the actively cooled high heat flux (HHF) divertor of Wendelstein 7-X are made of CFC (carbon fibre-reinforced carbon composite) tiles bonded to a CuCrZr heat sink and are mounted onto a support frame. During operation, the power loading will result in the thermal expansion of the target elements. Their attachment to the support frame needs to provide, on the one hand, enough flexibility to allow some movement to release the induced thermal stresses and, on the other hand, to provide enou… Show more

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Cited by 2 publications
(4 citation statements)
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“…The TEs were manufactured with two CuCr1Zr studs and screwed onto the rails (Fig. 3) via disc spring stacks with a 7 Nm torque [11]. The rails were joined by a stiffening support plate made of stainless steel forming a frame.…”
Section: Manufacturing Of the Target Modulesmentioning
confidence: 99%
“…The TEs were manufactured with two CuCr1Zr studs and screwed onto the rails (Fig. 3) via disc spring stacks with a 7 Nm torque [11]. The rails were joined by a stiffening support plate made of stainless steel forming a frame.…”
Section: Manufacturing Of the Target Modulesmentioning
confidence: 99%
“…2. The module is comprised of target elements, mechanically attached to a module frame; the behavior of this attachment under heat load and cyclic mechanical load was already discussed in prior work [2]. The frames shown in Fig.2 connect on their lower Figure 2: Degrees of freedom of the divertor frame side to the consoles that attach them to the plasma vessel wall, on the upper side they provide a hook and clamp mechanism for easy installation of the module holder to the adjustment frame.…”
Section: Design Of the Divertor Module Sub-structuresmentioning
confidence: 99%
“…Fig.5 shows two thermal results for the module 1h. The module is mechanically fixed on the module holder only on the water connectors side, described in [2], the other two mount stubs are sliding points. Two thermal load cases have been calculated, the centre loading above the stud and loading between the two sliding studs.…”
Section: Finite Element Calculations Of Critical Areas In the Divertomentioning
confidence: 99%
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