Structural analysis of an underground reinforced concrete waste storage tank due to over-pressurization
Conference
·
OSTI ID:10131810
- Brookhaven National Lab., Upton, NY (United States)
- USDOE, Washington, DC (United States)
This paper presents the results of a structural analysis performed by use of the finite element method in determining the pressure-carrying capacity of an underground tank which contains nuclear wastes. The tank and surrounding soil were modeled and analyzed using the ABAQUS program. Special emphases were given on determining the effects of soil-containment interaction by employing Coulomb friction model. The effect of material properties was investigated by considering two sets of stress-strain data for the steel plates. In addition, a refined mesh was used to evaluate the strain concentration effects at steel liner thickness discontinuities.
- Research Organization:
- Brookhaven National Lab., Upton, NY (United States)
- Sponsoring Organization:
- USDOE, Washington, DC (United States)
- DOE Contract Number:
- AC02-76CH00016
- OSTI ID:
- 10131810
- Report Number(s):
- BNL-48363; CONF-930352-14; ON: DE93007272
- Resource Relation:
- Conference: 2. Japan Society of Mechanical Engineers (JSME)/American Society of Mechanical Engineers (ASME) joint international conference on nuclear engineering,San Francisco, CA (United States),21-24 Mar 1993; Other Information: PBD: [1993]
- Country of Publication:
- United States
- Language:
- English
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