- Tytuł:
- Probabilistic safety evaluation of a concrete arch dam based on finite element modeling and a reliability L-R approach
- Autorzy:
-
Pouraminian, Majid
Pourbakhshian, Somayyeh
Noroozinejad Farsangi, Ehsan
Fotoukian, Reza - Powiązania:
- https://bibliotekanauki.pl/articles/396613.pdf
- Data publikacji:
- 2019
- Wydawca:
- Uniwersytet Zielonogórski. Oficyna Wydawnicza
- Tematy:
-
Pacoima arch dam
safety evaluation
Monte Carlo simulation
hydrostatic pressure
random variables
worst case
zapora łukowa Pacoima
ocena bezpieczeństwa
symulacja Monte Carlo
ciśnienie hydrostatyczne
zmienne losowe - Opis:
- The safety assessment of the Pacoima arch dam is investigated in this paper. A Load – Resistance (L-R) method was used to ensure that the dam is safe or if it is at risk of failure. The "probabilistic design system" ANSYS finite element software was used to calculate the probability of failure. The Monte Carlo (MC) method with 50,000 iterations utilized for simulation and the Latin Hypercube method were used for Sampling. Input random variables with normal distribution and coefficient of variation of 15% due to uncertainties were considered and the six random variables used are the concrete modulus of elasticity, Poisson's ratio of concrete, concrete mass, up-stream normal water level of the reservoir, and the allowable tensile and compressive strength of the concrete. Linear elastic behavior was assumed for the constitutive law of concrete material and if the stress exceeds the allowable stress of the concrete this is considered as a failure limit state. The maximum and minimum principal stresses were considered as the output parameter. Dam body safety was investigated only under self-weight and upstream hydrostatic pressure at the normal water level [...]
- Źródło:
-
Civil and Environmental Engineering Reports; 2019, 29, 4; 62-78
2080-5187
2450-8594 - Pojawia się w:
- Civil and Environmental Engineering Reports
- Dostawca treści:
- Biblioteka Nauki
Artykuł