Structural behavior of a small-scale prestressed concrete reactor vessel

Sözen, Mete A.; Paul, S L

doi:10.1016/0029-5493(68)90038-1

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Analysis Of a Prestressed Concrete Reactor Vessel1

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1969

1986

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Cited by 9 publications

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“…In the first step only the circumferential prestressing of 144 000 psi was applied as initial forces in the ring elements. In the next step the longitudinal prestressing uniaxial tensile strength of ot equal to 500 psi and 615 psi, respectively, because the splitting test indicated a tensile strength of ot = 500 psi [24], whereas the ultimate tensile strain of the material indicated a tensile strength of 615 psi [10]. Fig.…”

Section: Analysis Of a Prestressed Concrete Reactor Vesselmentioning

confidence: 99%

On three-dimensional nonlinear analysis of concrete structures

Bathe

Ramaswamy

1979

Nuclear Engineering and Design

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Solution capabilities for three-dimensional geometric and material nonlinear finite element analysis of concrete structures are presented. The concrete material is modeled including triaxial nonlinear stress-strain behavior, tensile cracking, compression crushing and strain-softening. The objective in this work was the development of a practical nonlinear concrete analysis capability. The material model can also be employed to represent some rock materials. The results of various sample analyses are given, in which the stability and accuracy of the finite element representations have been studied.

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Section: Analysis Of a Prestressed Concrete Reactor Vesselmentioning

confidence: 99%