Index Terms Links Coordinate system (Cont.) of monoclinic material 11 of open-section beams 226 265 266 267 268 269 of orthotropic material 14 16 under plane-strain 22 under plane-stress 38 of plates 90 of T-beams 217 transformation 49 of transversely isotropic material 19 Core 169 170 326 Coupling in balanced laminates 75 in beams in torsion 248 in beams with symmetrical cross section 206 in cylinders 376 in isotropic laminates 78 in laminates 72 73 in monoclinic material 12 in orthotropic beams 207 in orthotropic closed-section beams 243 in orthotropic laminates 75 76 77 in orthotropic material 17 in orthotropic open-section beams 226 229 in orthotropic solid-section beams 213 214 in quasi-isotropic laminates 80 in sandwich beams 333 in sandwich plates 176 in solid-section beams 212 214 in thin rectangular cross-section beams 250 transversely loaded thin-walled beams 275 276 This page has been reformatted by Knovel to provide easier navigation
Index Terms Links This page has been reformatted by Knovel to provide easier navigation. Coordinate system (Cont.) of monoclinic material 11 of open-section beams 226 265 266 267 268 269 of orthotropic material 14 16 under plane-strain 22 under plane-stress 38 of plates 90 of T-beams 217 transformation 49 of transversely isotropic material 19 Core 169 170 326 Coupling in balanced laminates 75 in beams in torsion 248 in beams with symmetrical cross section 206 in cylinders 376 in isotropic laminates 78 in laminates 72 73 in monoclinic material 12 in orthotropic beams 207 in orthotropic closed-section beams 243 in orthotropic laminates 75 76 77 in orthotropic material 17 in orthotropic open-section beams 226 229 in orthotropic solid-section beams 213 214 in quasi-isotropic laminates 80 in sandwich beams 333 in sandwich plates 176 in solid-section beams 212 214 in thin rectangular cross-section beams 250 transversely loaded thin-walled beams 275 276
Index Terms Links Critical load parameter for cylinders 386 388 391 392 393 394 for plates 112 115 118 121 for sandwich plates 188 Curvature 67 of beams 204 of cylinders 371 of laminates 67 of open-section beams 227 234 235 251 of plates 90 94 95 of radius 365 of shells 365 385 of solid-section beams 211 215 216 Cylindrical deformation 94 132 142 301 Cylindrical shells 368 See also Buckling of shells with built-in ends 370 coupling 376 curvature 371 displacement 375 end effects 376 equilibrium 371 examples 377 387 391 427 membrane forces 369 370 membrane theory 366 368 with orthotropic walls 375 390 strain-displacement relationship 371 temperature effects 379 This page has been reformatted by Knovel to provide easier navigation
Index Terms Links This page has been reformatted by Knovel to provide easier navigation. Critical load parameter for cylinders 386 388 391 392 393 394 for plates 112 115 118 121 for sandwich plates 188 Curvature 67 of beams 204 of cylinders 371 of laminates 67 of open-section beams 227 234 235 251 of plates 90 94 95 of radius 365 of shells 365 385 of solid-section beams 211 215 216 Cylindrical deformation 94 132 142 301 Cylindrical shells 368 See also Buckling of shells with built-in ends 370 coupling 376 curvature 371 displacement 375 end effects 376 equilibrium 371 examples 377 387 391 427 membrane forces 369 370 membrane theory 366 368 with orthotropic walls 375 390 strain-displacement relationship 371 temperature effects 379
Index Terms Links D D matrix 70 80 Deflection of beams 313 332 of beams with shear deformation 313 330 of box-beams 257 259 of C-beams 286 of long plates 96 of plates 93 100 107 of sandwich plates 180 182 shear deformation effects 359 of T-beams 241 Deformation under plane strain 27 31 35 36 Delamination 167 411 Density 437 Displacement 3 of closed-section beams 243 265 273 of cylindrical shells 375 ofI-beams 316 of laminates 66 of L-beams 221 of open-section beams 226 265 under plane-strain 25 30 33 34 35 37 of plates 91 of sandwich plates 169 170 199 200 of solid-section beams 210 summary 57 ofT-beams 217 Displacement function of vibrating beams 119 This page has been reformatted by Knovel to provide easier navigation
Index Terms Links This page has been reformatted by Knovel to provide easier navigation. D D matrix 70 80 Deflection of beams 313 332 of beams with shear deformation 313 330 of box-beams 257 259 of C-beams 286 of long plates 96 of plates 93 100 107 of sandwich plates 180 182 shear deformation effects 359 of T-beams 241 Deformation under plane strain 27 31 35 36 Delamination 167 411 Density 437 Displacement 3 of closed-section beams 243 265 273 of cylindrical shells 375 of I-beams 316 of laminates 66 of L-beams 221 of open-section beams 226 265 under plane-strain 25 30 33 34 35 37 of plates 91 of sandwich plates 169 170 199 200 of solid-section beams 210 summary 57 of T-beams 217 Displacement function of vibrating beams 119
Index Terms Links E Effective length factor 292 293 Engineering constants constraint on 61 example,back calculation 451 of isotropic material 13 16 20 micromechanics expression 442 of monoclinic material 13 16 of orthotropic material 13 16 of transversely isotropic material 13 16 19 of woven fabric 44 Engineering strain 3 5 6 Equilibrium equations 6 for beams 204 276 280 for beams with shear deformation 320 335 339 353 for buckling of plates 132 for cylindrical shells 371 for long plates 95 132 under plane-strain 29 32 under plane-stress 39 for plates 91 142 197 for sandwich plates 179 197 summary of 57 Examples back calculation of engineering constants 451 beam under lateral load 215 239 255 box-beam 255 257 272 304 C-beam 284 287 constraints on compliances and engineering constants 61 This page has been reformatted by Knovel to provide easier navigation
Index Terms Links This page has been reformatted by Knovel to provide easier navigation. E Effective length factor 292 293 Engineering constants constraint on 61 example, back calculation 451 of isotropic material 13 16 20 micromechanics expression 442 of monoclinic material 13 16 of orthotropic material 13 16 of transversely isotropic material 13 16 19 of woven fabric 44 Engineering strain 3 5 6 Equilibrium equations 6 for beams 204 276 280 for beams with shear deformation 320 335 339 353 for buckling of plates 132 for cylindrical shells 371 for long plates 95 132 under plane-strain 29 32 under plane-stress 39 for plates 91 142 197 for sandwich plates 179 197 summary of 57 Examples back calculation of engineering constants 451 beam under lateral load 215 239 255 box-beam 255 257 272 304 C-beam 284 287 constraints on compliances and engineering constants 61
Index Terms Links Examples(Cont.) cylinder 377 427 cylinder buckling 387 391 face wrinkling 195 failure 427 hygrothermal effects 156 159 162 383 I-beam buckling 294 298 305 343 345 363 I-beam vibration 310 357 laminate compliance and stiffness 81 83 87 local buckling 304 305 387 391 long plate buckling 133 138 139 plate buckling 115 116 121 126 130 plate under lateral load 96 103 105 111 plate vibration 143 147 148 150 ply compliance and stiffness 21 42 43 sandwich beam 334 342 362 sandwich plate 180 sandwich plate buckling 186 188 195 sandwich plate vibration 198 201 shear center 284 294 shear flow 239 shear deformation effects on beams 362 363 springback 383 sublaminate stiffness 407 T-beam 239 woven fabric 43 Extension-extension coupling 73 Extension-shear coupling 72 76 Extension-twist coupling 72 76 This page has been reformatted by Knovel to provide easier navigation
Index Terms Links This page has been reformatted by Knovel to provide easier navigation. Examples (Cont.) cylinder 377 427 cylinder buckling 387 391 face wrinkling 195 failure 427 hygrothermal effects 156 159 162 383 I-beam buckling 294 298 305 343 345 363 I-beam vibration 310 357 laminate compliance and stiffness 81 83 87 local buckling 304 305 387 391 long plate buckling 133 138 139 plate buckling 115 116 121 126 130 plate under lateral load 96 103 105 111 plate vibration 143 147 148 150 ply compliance and stiffness 21 42 43 sandwich beam 334 342 362 sandwich plate 180 sandwich plate buckling 186 188 195 sandwich plate vibration 198 201 shear center 284 294 shear flow 239 shear deformation effects on beams 362 363 springback 383 sublaminate stiffness 407 T-beam 239 woven fabric 43 Extension-extension coupling 73 Extension-shear coupling 72 76 Extension-twist coupling 72 76