- Page 1 and 2: NTIS # PB2007- SSC-452 ALUMINUM STR
- Page 4 and 5: Technical Report Documentation Page
- Page 6 and 7: Introduction Table of Contents Sect
- Page 8 and 9: Introduction 5 Welding and Fabricat
- Page 10 and 11: Introduction 12.3.2 Welding a Doubl
- Page 12 and 13: Introduction 5-1 Hull with stick co
- Page 14 and 15: Introduction 10-1 Result of fire ab
- Page 16 and 17: Introduction Craft 3-6 Coefficients
- Page 18 and 19: Chapter 1 Introduction 1.1 Backgrou
- Page 20 and 21: Introduction aluminum welding had a
- Page 22 and 23: Introduction similar to those in st
- Page 24 and 25: Introduction The need for fire prot
- Page 26 and 27: Chapter 2 Material Characteristics
- Page 28 and 29: Material Characteristics For heat-t
- Page 30 and 31: Material Characteristics Alloy and
- Page 32 and 33: Material Characteristics Table 2-5
- Page 34 and 35: Material Characteristics alloy A.W.
- Page 36 and 37: Material Characteristics nearly con
- Page 38 and 39: Material Characteristics “H321 -
- Page 40 and 41: Material Characteristics 120° F (4
- Page 42 and 43: Material Characteristics In the beg
- Page 46 and 47: Material Characteristics Figure 2-7
- Page 48 and 49: Material Characteristics 2.4.1 Gene
- Page 50 and 51: Material Characteristics make a jud
- Page 52 and 53: Material Characteristics Both the 5
- Page 54 and 55: Material Characteristics Table 2-9
- Page 56 and 57: Material Characteristics Table 2-10
- Page 58 and 59: Material Characteristics Table 2-11
- Page 60 and 61: Material Characteristics 700 Sectio
- Page 62 and 63: Material Characteristics Figure 2-1
- Page 64 and 65: Material Characteristics high inter
- Page 66 and 67: Material Characteristics Heated alu
- Page 68 and 69: Material Characteristics applicatio
- Page 70 and 71: Material Characteristics Design wi
- Page 72 and 73: Material Characteristics Figure 2-
- Page 74 and 75: Material Characteristics 2.7 Summar
- Page 76 and 77: Chapter 3 Structural Design 3.1 Int
- Page 78 and 79: Structural Design The design triang
- Page 80 and 81: Structural Design instrument actual
- Page 82 and 83: Structural Design sponsored by the
- Page 84 and 85: Structural Design more conservative
- Page 86 and 87: Structural Design seakeeping progra
- Page 88 and 89: Structural Design provided only for
- Page 90 and 91: Structural Design The units of dist
- Page 92 and 93: Structural Design b e E = 1.9 t σ
- Page 94 and 95:
Structural Design Jennings et al. d
- Page 96 and 97:
Structural Design emergency floodin
- Page 98 and 99:
Structural Design Jones and Walters
- Page 100 and 101:
Structural Design panel 800 mm long
- Page 102 and 103:
Structural Design Bruchman and Dins
- Page 104 and 105:
Structural Design levels are implic
- Page 106 and 107:
Structural Design where: σ c π =
- Page 108 and 109:
Structural Design For fixed end col
- Page 110 and 111:
Structural Design Pp σ' Yp = , s l
- Page 112 and 113:
Structural Design Figure 3-6 Geomet
- Page 114 and 115:
Structural Design 2 - 4π D σ pbe
- Page 116 and 117:
Structural Design Figure 3-7 Buckli
- Page 118 and 119:
Structural Design Aluminum does not
- Page 120 and 121:
Chapter 4 Structural Details 4.1 In
- Page 122 and 123:
Structural Details Table 4-1 Steel
- Page 124 and 125:
Structural Details 23, 3.4 14, 3.4
- Page 126 and 127:
Structural Details 14, 3.4 14, 3.4
- Page 128 and 129:
Structural Details 4.2.1.9 End Brac
- Page 130 and 131:
Structural Details 4.2.2 Tripping B
- Page 132 and 133:
Structural Details 4.2.2.3 Tripping
- Page 134 and 135:
Structural Details 4.2.3.2 Nontight
- Page 136 and 137:
Structural Details 4.2.4.3 Tight Co
- Page 138 and 139:
Structural Details 4.2.5.2 Welded G
- Page 140 and 141:
Structural Details 15, 4.84 24, 3.4
- Page 142 and 143:
Structural Details 4.2.6.7 Weld Cle
- Page 144 and 145:
Structural Details 4.2.8 Deck Cutou
- Page 146 and 147:
Structural Details 4.2.9.2 Tubular
- Page 148 and 149:
Structural Details 4.2.9.3 Open Sec
- Page 150 and 151:
Structural Details 4.2.10.2 End cli
- Page 152 and 153:
Structural Details 4.2.11.2 Angle a
- Page 154 and 155:
Structural Details 4.3.1 Deck Panel
- Page 156 and 157:
Structural Details Flat Bar Extrude
- Page 158 and 159:
Structural Details Figure 4-7 Egg c
- Page 160 and 161:
Chapter 5 Welding and Fabrication 5
- Page 162 and 163:
Welding and Fabrication difficult o
- Page 164 and 165:
Welding and Fabrication 5.3 Structu
- Page 166 and 167:
Welding and Fabrication Shielding g
- Page 168 and 169:
Welding and Fabrication Residual
- Page 170 and 171:
Welding and Fabrication The extrusi
- Page 172 and 173:
Welding and Fabrication The lap bon
- Page 174 and 175:
Chapter 6 Riveting Although once us
- Page 176 and 177:
Riveting equivalent to the military
- Page 178 and 179:
Riveting is between 1.5 d and 2.0 d
- Page 180 and 181:
Riveting 6.3 Fatigue of Riveted Joi
- Page 182 and 183:
Chapter 7 Joining Aluminum to Steel
- Page 184 and 185:
Joining Aluminum to Steel Structure
- Page 186 and 187:
Joining Aluminum to Steel Structure
- Page 188 and 189:
Joining Aluminum to Steel Structure
- Page 190 and 191:
Joining Aluminum to Steel Structure
- Page 192 and 193:
Joining Aluminum to Steel Structure
- Page 194 and 195:
Joining Aluminum to Steel Structure
- Page 196 and 197:
Joining Aluminum to Steel Structure
- Page 198 and 199:
Joining Aluminum to Steel Structure
- Page 200 and 201:
Chapter 8 Residual Stresses and Dis
- Page 202 and 203:
Residual Stresses and Distortion cu
- Page 204 and 205:
Residual Stresses and Distortion fi
- Page 206 and 207:
Residual Stresses and Distortion A
- Page 208 and 209:
Residual Stresses and Distortion Us
- Page 210 and 211:
Residual Stresses and Distortion Wi
- Page 212 and 213:
Residual Stresses and Distortion Fi
- Page 214 and 215:
Residual Stresses and Distortion Fi
- Page 216 and 217:
Residual Stresses and Distortion Fi
- Page 218 and 219:
Residual Stresses and Distortion Fi
- Page 220 and 221:
Residual Stresses and Distortion 8.
- Page 222 and 223:
Residual Stresses and Distortion e)
- Page 224 and 225:
Chapter 9 Fatigue and Fracture Desi
- Page 226 and 227:
Fatigue Design and Analysis Procedu
- Page 228 and 229:
Fatigue Design and Analysis Procedu
- Page 230 and 231:
Fatigue Design and Analysis Procedu
- Page 232 and 233:
Fatigue Design and Analysis Procedu
- Page 234 and 235:
Fatigue Design and Analysis Procedu
- Page 236 and 237:
Fatigue Design and Analysis Procedu
- Page 238 and 239:
Fatigue Design and Analysis Procedu
- Page 240 and 241:
Fatigue Design and Analysis Procedu
- Page 242 and 243:
Fatigue Design and Analysis Procedu
- Page 244 and 245:
Fatigue Design and Analysis Procedu
- Page 246 and 247:
Fatigue Design and Analysis Procedu
- Page 248 and 249:
Fatigue Design and Analysis Procedu
- Page 250 and 251:
Fatigue Design and Analysis Procedu
- Page 252 and 253:
Fatigue Design and Analysis Procedu
- Page 254 and 255:
Chapter 10 Fire Protection 10.1 Int
- Page 256 and 257:
Fire Protection Class B divisions a
- Page 258 and 259:
Fire Protection 10.2.3 U.S. Coast G
- Page 260 and 261:
Fire Protection spread of fire whil
- Page 262 and 263:
Fire Protection Insulation is not g
- Page 264 and 265:
Fire Protection Table 10-2 U.S. Coa
- Page 266 and 267:
Fire Protection sheathing should be
- Page 268 and 269:
Fire Protection FIRE Notes: Air spa
- Page 270 and 271:
Fire Protection Table 10-5. The bul
- Page 272 and 273:
Fire Protection Table 10-6 Typical
- Page 274 and 275:
Fire Protection A sprayed fire prot
- Page 276 and 277:
Chapter 11 Vibration 11.1 Introduct
- Page 278 and 279:
Vibration Table 11-1 Coefficients f
- Page 280 and 281:
Vibration where: p 2 a n b
- Page 282 and 283:
Vibration Other forms of propulsion
- Page 284 and 285:
Vibration For a simply supported be
- Page 286 and 287:
Vibration t a s p k 1000 σ a 260
- Page 288 and 289:
Vibration Table 11-2 Comparison of
- Page 290 and 291:
Chapter 12 Maintenance and Repair P
- Page 292 and 293:
Maintenance and Repair is obtained
- Page 294 and 295:
Maintenance and Repair Figure 12-1
- Page 296 and 297:
Maintenance and Repair crack, grind
- Page 298 and 299:
Maintenance and Repair 12.3.3 Grind
- Page 300 and 301:
Maintenance and Repair 1000 Stress
- Page 302 and 303:
Maintenance and Repair Detail Stres
- Page 304 and 305:
Maintenance and Repair Figure 12-12
- Page 306 and 307:
Maintenance and Repair Figure 12-15
- Page 308 and 309:
Chapter 13 Mitigating Slam Loads Th
- Page 310 and 311:
Mitigating Slam Loads 13.3 Weather
- Page 312 and 313:
Mitigating Slam Loads the sensors.
- Page 314 and 315:
Mitigating Slam Loads Figure 13-3 D
- Page 316 and 317:
Chapter 14 Emerging Technologies Al
- Page 318 and 319:
Emerging Technologies that have sli
- Page 320 and 321:
Emerging Technologies Figure 14-7 P
- Page 322 and 323:
Emerging Technologies Figure 14-9 S
- Page 324 and 325:
Emerging Technologies Table 14-1 Ty
- Page 326 and 327:
Emerging Technologies Beam oscillat
- Page 328 and 329:
Emerging Technologies The initial i
- Page 330 and 331:
Emerging Technologies Figure 14-20
- Page 332 and 333:
Emerging Technologies the geometry
- Page 334 and 335:
Emerging Technologies 250 m thick a
- Page 336 and 337:
Emerging Technologies Figure 14-26
- Page 338 and 339:
Emerging Technologies The three pri
- Page 340 and 341:
Chapter 15 Research Needs In review
- Page 342 and 343:
Research Needs 6. Use the data to e
- Page 344 and 345:
Research Needs 15.6 Fatigue Strengt
- Page 346 and 347:
Research Needs 15.9 Fire Protection
- Page 348 and 349:
Research Needs damage to indicators
- Page 350 and 351:
Chapter 16 Summary Aluminum is the
- Page 352 and 353:
Summary fatigue strength. A sealing
- Page 354 and 355:
Chapter 17 References ABS, Rules fo
- Page 356 and 357:
References Bleich, Friedrich, and L
- Page 358 and 359:
References Gross, M.R., Low-Cycle F
- Page 360 and 361:
References Martukanitz, Richard and
- Page 362 and 363:
References Shumaker, M.B. Method of
- Page 364 and 365:
SHIP STRUCTURE COMMITTEE LIAISON ME