Archive image from page 73 of Design for implosion of concrete. Design for implosion of concrete cylinder structures under hydrostatic loading . designforimplosi00hayn Year: 1979 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 support. Radial Displacements, w (in.) Figure B-23. Radial displacement behavior along length of specimen 1-1 having t/D = and simple support at a pressure load of P- . ff 1\ \-'W experimental (one
Archive image from page 73 of Design for implosion of concrete. Design for implosion of concrete cylinder structures under hydrostatic loading . designforimplosi00hayn Year: 1979 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 support. Radial Displacements, w (in.) Figure B-23. Radial displacement behavior along length of specimen 1-1 having t/D = and simple support at a pressure load of P- . ff 1\ \-'W experimental (one specimen) analytical H t= in. t/Do - L/Do = - free support U perfect 'ylinder. out-of-round cylinder, Case 6 0 Radial Displacements, w (in.) Figure B-24. Radial displacement behavior along length of specimen 2-1 having t/D = and free support at a pres- sure load of P- . 68
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