. Design for implosion of concrete cylinder structures under hydrostatic loading. Underwater concrete construction; Hydraulic structures. -1,200 -1,600 STRAIN () Figure A-3. Stress-strain curves from diam x 6-in. long cores. TEST RESULTS Long-Term Test at 600 Feet Strain Behavior. The initial strain response of the structure on being lowered to 600 feet (180 m) showed an average strain of 380 | in the hoop direction and 170 | in the axial direction (Ref 9). From previous work (Refs 2, 3 and 4), it was anticipated that this low level of loading should not have p
. Design for implosion of concrete cylinder structures under hydrostatic loading. Underwater concrete construction; Hydraulic structures. -1,200 -1,600 STRAIN () Figure A-3. Stress-strain curves from diam x 6-in. long cores. TEST RESULTS Long-Term Test at 600 Feet Strain Behavior. The initial strain response of the structure on being lowered to 600 feet (180 m) showed an average strain of 380 | in the hoop direction and 170 | in the axial direction (Ref 9). From previous work (Refs 2, 3 and 4), it was anticipated that this low level of loading should not have produced any detectable strain variation along the length of the cylinder section due to the discontinuity of the cylinder/end-closure joint. The actual strains showed this to be true. 34. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Haynes, H. H; Naval Construction Battalion Center (Port Hueneme, Calif. ). Civil Engineering Laboratory. Port Hueneme, Calif. : Naval Construction Battalion Center
Size: 1932px × 1294px
Photo credit: © Paul Fearn / Alamy / Afripics
License: Licensed
Model Released: No
Keywords: ., bookcentury1900, bookcollectionameri, bookcollectionbiodiversity
