. Cyclic loading studies of two composite construction models. Hulls (Naval architecture); Submersibles. INSIDE GAGES AT I80<» EVEN NUMBERED GAGES ARE CIRCUMFERENTIAL ODD NUMBERED GAGES ARE LONGITUDINAL OUTSIDE GAGES 90" GA 156 157 STRAIN 1310 GA STRAIN GA 146 147 STRAIN 1590 2320 154 155 1530 2610 171 2400 144 145 1340 2750 153 + 300 169 + 260 143 2420 150 151 2720 4000 167 4900 140 14! 1360 960 I4S 2280 138 139 1250. + GA 251 STRAIN 2650 2 49 2280 240 241 238 239 1500 2280 Figure 3b - Model DSRV-IF. Please note that these images are extracted from scanned page images that may have be

. Cyclic loading studies of two composite construction models. Hulls (Naval architecture); Submersibles. INSIDE GAGES AT I80<» EVEN NUMBERED GAGES ARE CIRCUMFERENTIAL ODD NUMBERED GAGES ARE LONGITUDINAL OUTSIDE GAGES 90" GA 156 157 STRAIN 1310 GA STRAIN GA 146 147 STRAIN 1590 2320 154 155 1530 2610 171 2400 144 145 1340 2750 153 + 300 169 + 260 143 2420 150 151 2720 4000 167 4900 140 14! 1360 960 I4S 2280 138 139 1250. + GA 251 STRAIN 2650 2 49 2280 240 241 238 239 1500 2280 Figure 3b - Model DSRV-IF. Please note that these images are extracted from scanned page images that may have be Stock Photo

RMID:RD5R80

Image details

Contributor:

The Book Worm / Alamy Stock Photo

Image ID:

RD5R80

File size:

7.1 MB (217.2 KB Compressed download)

Releases:

Model - no | Property - noDo I need a release?

Dimensions:

1994 x 1253 px | 33.8 x 21.2 cm | 13.3 x 8.4 inches | 150dpi

More information:

This image is a public domain image, which means either that copyright has expired in the image or the copyright holder has waived their copyright. Alamy charges you a fee for access to the high resolution copy of the image.

This image could have imperfections as it’s either historical or reportage.

. Cyclic loading studies of two composite construction models. Hulls (Naval architecture); Submersibles. INSIDE GAGES AT I80<» EVEN NUMBERED GAGES ARE CIRCUMFERENTIAL ODD NUMBERED GAGES ARE LONGITUDINAL OUTSIDE GAGES 90" GA 156 157 STRAIN 1310 GA STRAIN GA 146 147 STRAIN 1590 2320 154 155 1530 2610 171 2400 144 145 1340 2750 153 + 300 169 + 260 143 2420 150 151 2720 4000 167 4900 140 14! 1360 960 I4S 2280 138 139 1250. + GA 251 STRAIN 2650 2 49 2280 240 241 238 239 1500 2280 Figure 3b - Model DSRV-IF. 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 work.. Proffitt, John L; David W. Taylor Model Basin. Washington, D. C. : Dept. of the Navy, David Taylor Model Basin

Search stock photos by tags

bookcentury1900 bookcollectionameri bookcollectionbiodiversity

Similar stock images

RMW22D0X–Archive image from page 10 of Cyclic loading studies of two. Cyclic loading studies of two composite construction models cyclicloadingstu00prof Year: 1964 Figure 2 - Model DSRV-IF after Fabrication

RMRD682D–. Cyclic loading studies of two composite construction models. Hulls (Naval architecture); Submersibles. Figure 2 - Model DSRV-IF after Fabrication. 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 work.. Proffitt, John L; David W. Taylor Model Basin. Washington, D. C. : Dept. of the Navy, David Taylor Model Basin

RMPFYDTM–. Cyclic loading studies of two composite construction models. Hulls (Naval architecture); Submersibles. Figure 4a - Model DSRV-IA. 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 work.. Proffitt, John L; David W. Taylor Model Basin. Washington, D. C. : Dept. of the Navy, David Taylor Model Basin

RMW22FCF–Archive image from page 14 of Cyclic loading studies of two. Cyclic loading studies of two composite construction models cyclicloadingstu00prof Year: 1964 Figure 4 - Models DSRV-IA and DSRV-IF after Cyclic Testing

RMRD681P–. Cyclic loading studies of two composite construction models. Hulls (Naval architecture); Submersibles. r/////Kr//y//H:y//^^^^ SS o o S:II2 o 1. Figure 3a - Model DSRV-IA. 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 work.. Proffitt, John L; David W. Taylor Model Basin. Washington, D. C. : Dept. of the Navy, David Taylor Model Basin

RMPFY6NB–. Cyclic loading studies of two composite construction models. Hulls (Naval architecture); Submersibles. Figure 2 - Model DSRV-IF after Fabrication. 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 work.. Proffitt, John L; David W. Taylor Model Basin. Washington, D. C. : Dept. of the Navy, David Taylor Model Basin

RMW22FC9–Archive image from page 14 of Cyclic loading studies of two. Cyclic loading studies of two composite construction models cyclicloadingstu00prof Year: 1964 Figure 4a - Model DSRV-IA Figure 4b - Model DSRV-IF 11

RMRD6822–. Cyclic loading studies of two composite construction models. Hulls (Naval architecture); Submersibles. Figure 3 - Strain Gage Locations and Strains at 4450 PSI EVEN NUMBERED GAGES ARE CIRCUMFERENTIAL ODD NUMBERED GAGES ARE LONGITUDINAL -±9- + + + + +. r/////Kr//y//H:y//^^^^ SS o o S:II2 o 1. 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 work.. Proffitt, John L; David W. Taylor Model Basin. Washington, D. C. : Dept. of the Navy

RMPFYDWX–. Cyclic loading studies of two composite construction models. Hulls (Naval architecture); Submersibles. Figure 4 - Models DSRV-IA and DSRV-IF after Cyclic Testing. 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 work.. Proffitt, John L; David W. Taylor Model Basin. Washington, D. C. : Dept. of the Navy, David Taylor Model Basin

RMW22DCG–Archive image from page 11 of Cyclic loading studies of two. Cyclic loading studies of two composite construction models cyclicloadingstu00prof Year: 1964 Figure 3 - Strain Gage Locations and Strains at 4450 PSI EVEN NUMBERED GAGES ARE CIRCUMFERENTIAL ODD NUMBERED GAGES ARE LONGITUDINAL -±9- + + + + + r/////Kr//y//H:y// SS o o S:II2 o 1

RMRD683F–. Cyclic loading studies of two composite construction models. Hulls (Naval architecture); Submersibles. Figure 1 - Models DSRV-IA and DSRV-lF. ^ H5S 55S HOT tSS3 ES3 1-2.I39-»|» 2.730--|- 3.152 —-j--3.152 —|— 3.152 —-j^2.730-j-2.l39-| 0.106 356'h|^ 0.514. 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 work.. Proffitt, John L; David W. Taylor Model Basin. Washington, D. C. : Dept. of the Navy, David Taylor Model Basin

RMPFYDNX–. Cyclic loading studies of two composite construction models. Hulls (Naval architecture); Submersibles. Figure 4a - Model DSRV-IA. Figure 4b - Model DSRV-IF 11. 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 work.. Proffitt, John L; David W. Taylor Model Basin. Washington, D. C. : Dept. of the Navy, David Taylor Model Basin

RMW22DYP–Archive image from page 12 of Cyclic loading studies of two. Cyclic loading studies of two composite construction models cyclicloadingstu00prof Year: 1964 GA 164 165 STRAIN 1380 780 GA 162 163 STRAIN 1330 GA 160 161 STRAIN 1130 1160 OUT 1 1 GA 158 159 STRAIN 1120 Kl 1210 < OUTSIDE GAGES AT 180° GA 258 259 GA 260 261 GA STRAIN 262 263 GA 264 265 STRAIN 960 940 1050 1580 STRAIN 1240 1420 INSIDE GAGES AT I80<» EVEN NUMBERED GAGES ARE CIRCUMFERENTIAL ODD NUMBERED GAGES ARE LONGITUDINAL OUTSIDE GAGES 90' GA 156 157 STRAIN 1310 GA STRAIN GA 146 147 STRAIN 1590 2320 154 155 1530 2610 171