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By Block, Feiner. (eds.)

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Additional info for Proc. 7th meeting on nuclear reactor thermal-hydraulics NURETH-7 (1995)

Sample text

The bending stress inthe Iiner due to these concentrated forces would increase to 11,020 psi, giving a total tensile stress in the liner of 27,520 psi. l increase. 0 psi, and would result in a totaltensile stress in the_ liner of 20,590 psi as against 18,044 psi when the welds were spaced at 4'r. 774. 9861 We are concerned with movement in two direc_ tions, longitudinal and circumferential. The cir_ cum-terential has already been discussed; the plug welds taking care of these forces. The longitudina-l pull must be carried by transverse fitiet welds at both ends of the liner.

Design C uses two %"side plates flame_cut to shape. These are welded directly to the l" x g,' base plate and joined all the way around the other three sides by Va" x4" flat bar. Thick-walled tubine is inserted ^between the two side plates and weldel in place to provide for the bearings and to tie the frame together. cient box section for added torsional resistance. 90lbs, an approximately 5070 reduction in weighl from the or_ iginal desigtr. s made of two /a" side plates flanged top and bottomsoastoformabox section when t6e_ welded together.

Orce distributions. however, the engineer should detjrmine how much sn€II beyond the hanger is effective in re_ slsEtng Inese torces. The shell with stiffeners can be compared to a curved beam with an extremely wide flange, Figure 1. uctures,,, Von Karman, ASME paper AER-85-19C, Aer ErIg, Vot. 5, No. 4, 191i. 't e(lti) au' F, lr,. e)(atze)l l- {iya,z,1 6fl,, d VI 'rb FIGURE 3 I Hongers ond Supports / of t,)rcc rlt)s, i)n . :,"-"1:: :L ! ,isequivirlcnrtothc the shcll. reful to watch the signs: f, =ti,+ti 4.

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