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- W829072261 abstract "THE AUTHOR PRESENTS A METHOD OF ANALYZING THE CONTINUOUS BEHAVIOUR UP TO FAILURE OF CYLINDERS AND CIRCULAR ARCHES SUBJECTED TO EXTERNAL HYDROSTATIC PRESSURE. THE CALCULATIONS TAKE INTO ACCOUNT THE LAWS GOVERNING THE REAL BEHAVIOUR OF THE MATERIAL AND GEOMETRIC DEFECTS OF CIRCULARITY. THE METHOD IS EXTENDED TO THE CASE WHERE THE STRUCTURE IS PLACED IN A RESISTANT MEDIUM WHICH BEHAVES AS AN ELASTIC OR NON-ELASTIC CONTINUOUS SUPPORT, REVERSIBLE OR NON-REVERSIBLE. THE RESULTS OF THE METHOD ARE COMPARED TO AVAILABLE TEST RESULTS AND SHOW A GOOD AGREEMENT BETWEEN THEORY AND PRACTICE. EXAMPLES OF STEEL, CONCRETE AND REINFORCED CONCRETE STRUCTURES DEMONSTRATE THE INFLUENCE OF THE IMPORTANT PARAMETERS. THE FIELD OF APPLICATION OF THE METHOD IS VARIED AS IT CAN BE APPLIED TO BURIED STRUCTURES (PIPES AND BARRELS), LININGS OF UNDERGROUND GALLERIES (TUNNELS, WELLS), AND UNITS OF RESERVOIRS OF SEA PLATFORMS FOR EXPLOITING OIL DEPOSITS." @default.
- W829072261 created "2016-06-24" @default.
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- W829072261 date "1977-04-01" @default.
- W829072261 modified "2023-09-26" @default.
- W829072261 title "STABILITY OF NON-ELASTIC CYLINDRICAL STRUCTURES" @default.
- W829072261 hasPublicationYear "1977" @default.
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