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Model techniques for prestressed concrete pressure vessels

Complaints of a convention hung on 10-11 July 1969.

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We have developed a method for measuring the strength under such conditions. A16. A13. The second stage made use of a 4m dia. concrete ring prestressed with an external hoop, which has been tested at the Marcoule Nuclear Centre (Fig. A l ) . Prestressing is with a hoop made of commercially available high-tensile steel strip. The strip has mech­ anical properties similar to those of usual prestressing wires (breaking strength 160 kg/mm , strain at failure 6%). It is 1 mm thick and 25 cm broad. The hoop is formed by winding repeated turns of strip around the concrete ring.

5 that It reinfor­ of a radiation maximum p o s s i b l e condition load system design D. McD. E a d i e , & Sons tests. b e e n made on suggests had or the (normally between lower Paper 4 . strictly that of 200 load prestress so required and rather in and in values the out given that vessel full-size with concrete, added t o the to design works that This cables Generally 4 the presence for conditions studied or pleased Paper for factor hoop compression additional be reached. lower tensile/ of to design model?

S c h e d u l e of i n s t a l l i n g t h e g a u g e s on the The STRAIN-INDICATING 15. s i d e of the l i n e r w a s d i c t a t e d b y the c o n c r e t e p o u r schedule. G a u g e s on t h e c a v i t y s i d e w e r e a s a g r o u p u p o n c o m p l e t i o n of l i n e r EQUIPMENT concrete installed A digital s t r a i n indicator with 100 switch and balance channels was used, at e a c h t e s t s i t e , erection. the cylindrical wall, hatch. Carlson strain m e t e r s the d o m e , and the 10.

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