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- W1550171134 abstract "Containment buildings in nuclear power plants are the final barrier to protect radioactive substance when being occurred loss of coolant accident. So, the research for accurate safety assessment of containment buildings has to be conducted either test or nonlinear finite element(FE) analysis during service life. The objective of this study is to develop the nonlinear analysis program to evaluate performance of reinforced concrete(RC) containment buildings using standard 8-node solid finite element. From the biaxial test for plain concrete, the new material parameters are proposed. In compression region, Drucker-Prager failure envelop, isoparametric hardening model and associated flow rule are adapted. A maximum tensile stress criterion is employed to distinguish elastic behaviour from tensile fracture. It is assumed that a formed crack is a orthogonal to the principle tensile stress direction and the direction of the crack remains fixed. The uniaxial stress-strain curve for steel is idealized as a bilinear curve, representing elasto-plastic behaviour with strain hardening. The curve is assumed to be identical in compression and tension. Finally, the numerical simulations such as the biaxial stress tests for plain concrete, the biaxial tensile load tests for RC panels and the 1:6-scale RC containment building to evaluate the present solid FE are employed." @default.
- W1550171134 created "2016-06-24" @default.
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- W1550171134 date "2005-01-01" @default.
- W1550171134 modified "2023-09-24" @default.
- W1550171134 title "Nonlinear Analysis of Nuclear Containment Building with Lower Order Solid Finite Element" @default.
- W1550171134 hasPublicationYear "2005" @default.
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