. Design for implosion of concrete cylinder structures under hydrostatic loading. Underwater concrete construction; Hydraulic structures. Figure B-14. Fragments of failure hole from specimen 3-1. For simple-support specimens, the ideal 4) of zero was not obtained. The radial deflection of the steel stiffener provided some compliance. The stiffener deflection was calculated to be about inch ( mm) at a pressure load of 500 psi ( MPa), or a 4) of Measured radial deflections showed values about inch ( mm), a \ )\///// "°'^ ^ %^ \ 120 J \/^J^ ^\ y- 100 80 —- \ 7 \J- 60
. Design for implosion of concrete cylinder structures under hydrostatic loading. Underwater concrete construction; Hydraulic structures. Figure B-14. Fragments of failure hole from specimen 3-1. For simple-support specimens, the ideal 4) of zero was not obtained. The radial deflection of the steel stiffener provided some compliance. The stiffener deflection was calculated to be about inch ( mm) at a pressure load of 500 psi ( MPa), or a 4) of Measured radial deflections showed values about inch ( mm), a \ )\///// "°'^ ^ %^ \ 120 J \/^J^ ^\ y- 100 80 —- \ 7 \J- 60 - \ - 40 - /l\j \ h - 20 / \ \ // /.X/t'- 0 -A, A , \ , A, v>(, 360 330 300 270 240 210 180 150 120 90 60 30 0 Circumference (Deg) Figure B-15. Post-implosion view of specimen 5-1 (t/D = , free support). 61. 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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Keywords: ., bo, bookcentury1900, bookcollectionbiodiversity, bookleafnumber67
