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Design of prestressed concrete containment vessels of nuclear reactors
In prestressed concrete work, stresses are not proportional to applied loads, and, in addition, mechanical behavior is completely altered in instant of concrete cracking; crack inception and rupture are considered in detail in light of test on models of E.D.F.-3 and E.D.F.-4 containment vessels, and safety coefficients with regard to cracking and rupture are discussed.
Design of prestressed concrete containment vessels of nuclear reactors
In prestressed concrete work, stresses are not proportional to applied loads, and, in addition, mechanical behavior is completely altered in instant of concrete cracking; crack inception and rupture are considered in detail in light of test on models of E.D.F.-3 and E.D.F.-4 containment vessels, and safety coefficients with regard to cracking and rupture are discussed.
Design of prestressed concrete containment vessels of nuclear reactors
A propos de la conception des caissons en beton prcontraint pour reacteurs nucleaires
Merot, J.P. (author)
1965
9 pages
Article (Journal)
English
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New Prestressing Force Measurement System for Prestressed Concrete Containment Vessels
| British Library Conference Proceedings | 2002
New Prestressing Force Measurement System for Prestressed Concrete Containment Vessels
| British Library Conference Proceedings | 2002
Prestressed concrete caissons for nuclear reactors
| Engineering Index Backfile | 1965