. Design for implosion of concrete cylinder structures under hydrostatic loading. Underwater concrete construction; Hydraulic structures. 7 400 - t/Dg = stress L/D^= control failure \ simple support :'-; w j perfect _ cylinder, Case 1 /^ Y /⢠â >- strain control Arm LJ^ I t = \ out-of-round cylinder, Case 2 instability failure experimental (one specimen) â ^â analytical 0,15 Radial Displacements, w (in.) Figure B-20. Radial displacement behavior at midlength of specimen 1-1 having t/D = and simple support. 1 â Rq = 27 -1 1 700 ~ 'i w 1 t/Dg
. Design for implosion of concrete cylinder structures under hydrostatic loading. Underwater concrete construction; Hydraulic structures. 7 400 - t/Dg = stress L/D^= control failure \ simple support :'-; w j perfect _ cylinder, Case 1 /^ Y /⢠â >- strain control Arm LJ^ I t = \ out-of-round cylinder, Case 2 instability failure experimental (one specimen) â ^â analytical 0,15 Radial Displacements, w (in.) Figure B-20. Radial displacement behavior at midlength of specimen 1-1 having t/D = and simple support. 1 â Rq = 27 -1 1 700 ~ 'i w 1 t/Dg = 600 â¡ / / 1 â * i L/Do= " free support d s 500 a. 1 itk- perfect / /x t= in. cylinder. Case 6 w Z 400 ^_^^^^,-^^ ^^ "'â ' 3 S 300 W "'m <<:S5^^^^^^^ out-of-round £ M ..f^ ^^^^r**^ cylinder. Case 5 200 -1 ^^' experimental range of two specimens 1 / / analytical 100 f/ Q stress control failure A strain control failure 0 V 1 1 Radial Displacements, w (in.) Figure B-2]. Radial displacement behavior at midlength of Group 2 cylinders having t/D = and free support. 67. 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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