| contributor author | O. Buyukozturk | |
| contributor author | P. V. Marcal | |
| date accessioned | 2017-05-08T22:59:35Z | |
| date available | 2017-05-08T22:59:35Z | |
| date copyright | November, 1975 | |
| date issued | 1975 | |
| identifier issn | 0094-9930 | |
| identifier other | JPVTAS-28122#309_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/87996 | |
| description abstract | A study was made to establish the strength of concrete chambers subjected to external pressure with special reference to the reinforced concrete cylindrical tanks. The finite element method as implemented in a nonlinear general purpose program produced analytical results which agreed with the experiment. The study concluded that the cylindrical tank was weakened in buckling by 20 percent due to geometric imperfection, 10 percent due to creep and 6 percent due to reinforcements. The main failure mode of the shell was compression shear. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Strength of Reinforced Concrete Chambers Under External Pressure | |
| type | Journal Paper | |
| journal volume | 97 | |
| journal issue | 4 | |
| journal title | Journal of Pressure Vessel Technology | |
| identifier doi | 10.1115/1.3454312 | |
| journal fristpage | 309 | |
| journal lastpage | 314 | |
| identifier eissn | 1528-8978 | |
| keywords | Reinforced concrete | |
| keywords | External pressure | |
| keywords | Failure | |
| keywords | Shells | |
| keywords | Creep | |
| keywords | Concretes | |
| keywords | Shear (Mechanics) | |
| keywords | Finite element methods | |
| keywords | Buckling AND Compression | |
| tree | Journal of Pressure Vessel Technology:;1975:;volume( 097 ):;issue: 004 | |
| contenttype | Fulltext | |
