. Design for implosion of concrete cylinder structures under hydrostatic loading. Underwater concrete construction; Hydraulic structures. perfect cylinder, Case 3 experimental average analytical stress control failure strain control failure out-of-round cylinder, Case 4. t/Dp = L/Dj,= 2,35 simple support t = in. Radial Displacements, w (in.) Figure B-22. Radial displacement behavior at midlength of Group 3 cylinders having t/D = and simple Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability -
. Design for implosion of concrete cylinder structures under hydrostatic loading. Underwater concrete construction; Hydraulic structures. perfect cylinder, Case 3 experimental average analytical stress control failure strain control failure out-of-round cylinder, Case 4. t/Dp = L/Dj,= 2,35 simple support t = in. Radial Displacements, w (in.) Figure B-22. Radial displacement behavior at midlength of Group 3 cylinders having t/D = and simple 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
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