The Finite Element Method for Engineers
, by Huebner, Kenneth H.; Dewhirst, Donald L.; Smith, Douglas E.; Byrom, Ted G.Note: Supplemental materials are not guaranteed with Rental or Used book purchases.
- ISBN: 9780471370789 | 0471370789
- Cover: Hardcover
- Copyright: 9/7/2001
A useful balance of theory, applications, and real-world examples The Finite Element Method for Engineers, Fourth Edition presents a clear, easy-to-understand explanation of finite element fundamentals and enables readers to use the method in research and in solving practical, real-life problems. It develops the basic finite element method mathematical formulation, beginning with physical considerations, proceeding to the well-established variation approach, and placing a strong emphasis on the versatile method of weighted residuals, which has shown itself to be important in nonstructural applications. The authors demonstrate the tremendous power of the finite element method to solve problems that classical methods cannot handle, including elasticity problems, general field problems, heat transfer problems, and fluid mechanics problems. They supply practical information on boundary conditions and mesh generation, and they offer a fresh perspective on finite element analysis with an overview of the current state of finite element optimal design. Supplemented with numerous real-world problems and examples taken directly from the authors' experience in industry and research, The Finite Element Method for Engineers, Fourth Edition gives readers the real insight needed to apply the method to challenging problems and to reason out solutions that cannot be found in any textbook.
KENNETH H. HUEBNER, PhD, is retired from Ford Motor Company, where he was manager of the Computer-Aided Engineering Research Staff. He received his PhD from Purdue University in 1969.<BR>
Preface | xvii | ||||
PART I | |||||
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3 | (14) | |||
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3 | (2) | |||
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5 | (3) | |||
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8 | (3) | |||
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11 | (2) | |||
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13 | (1) | |||
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14 | (3) | |||
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15 | (2) | |||
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17 | (57) | |||
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17 | (1) | |||
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18 | (22) | |||
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18 | (3) | |||
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21 | (4) | |||
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25 | (12) | |||
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37 | (3) | |||
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40 | (16) | |||
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40 | (6) | |||
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46 | (1) | |||
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47 | (1) | |||
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48 | (8) | |||
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56 | (7) | |||
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57 | (1) | |||
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58 | (2) | |||
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60 | (1) | |||
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60 | (3) | |||
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63 | (11) | |||
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63 | (1) | |||
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64 | (10) | |||
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74 | (39) | |||
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74 | (1) | |||
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75 | (4) | |||
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75 | (1) | |||
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76 | (2) | |||
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78 | (1) | |||
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79 | (6) | |||
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79 | (1) | |||
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80 | (1) | |||
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81 | (4) | |||
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85 | (23) | |||
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85 | (1) | |||
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86 | (1) | |||
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87 | (4) | |||
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91 | (2) | |||
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93 | (6) | |||
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99 | (3) | |||
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102 | (6) | |||
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108 | (5) | |||
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108 | (1) | |||
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109 | (4) | |||
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113 | (24) | |||
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113 | (1) | |||
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114 | (17) | |||
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119 | (6) | |||
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125 | (4) | |||
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129 | (2) | |||
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131 | (6) | |||
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131 | (1) | |||
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132 | (5) | |||
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137 | (86) | |||
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138 | (1) | |||
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139 | (5) | |||
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144 | (2) | |||
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144 | (1) | |||
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144 | (1) | |||
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144 | (2) | |||
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146 | (5) | |||
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146 | (1) | |||
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147 | (2) | |||
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149 | (2) | |||
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151 | (10) | |||
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152 | (1) | |||
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153 | (4) | |||
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157 | (4) | |||
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161 | (5) | |||
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161 | (2) | |||
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163 | (3) | |||
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166 | (4) | |||
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170 | (14) | |||
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170 | (8) | |||
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178 | (6) | |||
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184 | (5) | |||
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184 | (5) | |||
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189 | (1) | |||
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189 | (8) | |||
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190 | (3) | |||
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193 | (3) | |||
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196 | (1) | |||
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197 | (13) | |||
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199 | (3) | |||
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202 | (3) | |||
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205 | (5) | |||
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210 | (13) | |||
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211 | (2) | |||
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213 | (10) | |||
PART II | |||||
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223 | (65) | |||
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224 | (1) | |||
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224 | (14) | |||
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224 | (2) | |||
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226 | (6) | |||
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232 | (4) | |||
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236 | (2) | |||
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238 | (8) | |||
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238 | (2) | |||
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240 | (3) | |||
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243 | (3) | |||
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246 | (8) | |||
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247 | (1) | |||
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247 | (3) | |||
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250 | (4) | |||
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254 | (8) | |||
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257 | (1) | |||
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258 | (4) | |||
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262 | (2) | |||
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262 | (1) | |||
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262 | (1) | |||
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263 | (1) | |||
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264 | (14) | |||
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264 | (3) | |||
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267 | (2) | |||
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269 | (3) | |||
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272 | (6) | |||
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278 | (10) | |||
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279 | (2) | |||
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281 | (7) | |||
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288 | (60) | |||
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289 | (1) | |||
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289 | (14) | |||
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289 | (1) | |||
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290 | (3) | |||
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293 | (1) | |||
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294 | (3) | |||
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297 | (6) | |||
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303 | (8) | |||
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304 | (1) | |||
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305 | (1) | |||
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306 | (1) | |||
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307 | (2) | |||
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309 | (2) | |||
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311 | (9) | |||
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311 | (5) | |||
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316 | (2) | |||
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318 | (2) | |||
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320 | (15) | |||
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321 | (1) | |||
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321 | (3) | |||
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324 | (3) | |||
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327 | (3) | |||
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330 | (2) | |||
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332 | (3) | |||
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335 | (13) | |||
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335 | (2) | |||
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337 | (11) | |||
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348 | (74) | |||
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349 | (1) | |||
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349 | (30) | |||
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349 | (2) | |||
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351 | (5) | |||
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356 | (9) | |||
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365 | (6) | |||
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371 | (4) | |||
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375 | (4) | |||
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379 | (11) | |||
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379 | (2) | |||
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381 | (3) | |||
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384 | (2) | |||
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386 | (4) | |||
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390 | (8) | |||
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391 | (1) | |||
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391 | (2) | |||
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393 | (4) | |||
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397 | (1) | |||
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398 | (5) | |||
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398 | (1) | |||
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399 | (2) | |||
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401 | (1) | |||
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402 | (1) | |||
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403 | (1) | |||
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403 | (19) | |||
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406 | (4) | |||
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410 | (12) | |||
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422 | (73) | |||
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422 | (1) | |||
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423 | (11) | |||
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424 | (1) | |||
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425 | (3) | |||
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428 | (1) | |||
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429 | (4) | |||
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433 | (1) | |||
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434 | (7) | |||
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434 | (2) | |||
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436 | (1) | |||
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437 | (4) | |||
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441 | (18) | |||
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442 | (6) | |||
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448 | (3) | |||
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451 | (8) | |||
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459 | (20) | |||
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460 | (1) | |||
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461 | (6) | |||
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467 | (12) | |||
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479 | (16) | |||
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480 | (6) | |||
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486 | (9) | |||
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495 | (75) | |||
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496 | (1) | |||
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496 | (2) | |||
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498 | (4) | |||
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502 | (15) | |||
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503 | (7) | |||
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510 | (2) | |||
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512 | (1) | |||
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512 | (1) | |||
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513 | (3) | |||
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516 | (1) | |||
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517 | (2) | |||
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519 | (22) | |||
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520 | (1) | |||
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521 | (5) | |||
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526 | (3) | |||
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529 | (2) | |||
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531 | (4) | |||
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535 | (2) | |||
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537 | (4) | |||
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541 | (2) | |||
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543 | (3) | |||
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546 | (3) | |||
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549 | (2) | |||
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551 | (7) | |||
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552 | (1) | |||
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553 | (3) | |||
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556 | (1) | |||
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557 | (1) | |||
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558 | (1) | |||
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558 | (12) | |||
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559 | (6) | |||
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565 | (5) | |||
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570 | (66) | |||
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571 | (1) | |||
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571 | (11) | |||
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572 | (2) | |||
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574 | (3) | |||
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577 | (4) | |||
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581 | (1) | |||
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582 | (12) | |||
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583 | (3) | |||
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586 | (3) | |||
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589 | (3) | |||
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592 | (1) | |||
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593 | (1) | |||
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594 | (12) | |||
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594 | (1) | |||
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595 | (5) | |||
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600 | (5) | |||
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605 | (1) | |||
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606 | (1) | |||
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606 | (20) | |||
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606 | (5) | |||
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611 | (4) | |||
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615 | (8) | |||
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623 | (3) | |||
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626 | (2) | |||
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628 | (8) | |||
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628 | (4) | |||
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632 | (4) | |||
Appendix A Matrices | 636 | (12) | |||
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637 | (1) | |||
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637 | (1) | |||
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638 | (2) | |||
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640 | (1) | |||
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640 | (1) | |||
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640 | (1) | |||
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641 | (1) | |||
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641 | (1) | |||
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641 | (1) | |||
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641 | (2) | |||
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643 | (1) | |||
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643 | (2) | |||
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645 | (1) | |||
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645 | (1) | |||
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645 | (1) | |||
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645 | (1) | |||
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646 | (2) | |||
Appendix B Variational Calculus | 648 | (9) | |||
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648 | (1) | |||
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648 | (2) | |||
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648 | (1) | |||
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649 | (1) | |||
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650 | (1) | |||
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650 | (7) | |||
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650 | (1) | |||
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651 | (4) | |||
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655 | (1) | |||
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656 | (1) | |||
Appendix C Basic Equations from Linear Elasticity Theory | 657 | (17) | |||
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657 | (1) | |||
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658 | (1) | |||
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658 | (1) | |||
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659 | (3) | |||
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662 | (1) | |||
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663 | (1) | |||
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664 | (1) | |||
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665 | (2) | |||
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667 | (3) | |||
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670 | (1) | |||
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671 | (3) | |||
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673 | (1) | |||
Appendix D Basic Equations from Fluid Mechanics | 674 | (17) | |||
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674 | (1) | |||
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675 | (2) | |||
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677 | (6) | |||
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678 | (1) | |||
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678 | (2) | |||
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680 | (1) | |||
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680 | (2) | |||
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682 | (1) | |||
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682 | (1) | |||
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683 | (2) | |||
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685 | (1) | |||
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686 | (3) | |||
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686 | (1) | |||
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687 | (2) | |||
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689 | (2) | |||
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690 | (1) | |||
Appendix E Basic Equations from Heat Transfer | 691 | (18) | |||
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691 | (1) | |||
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692 | (4) | |||
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693 | (1) | |||
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694 | (2) | |||
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696 | (1) | |||
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696 | (5) | |||
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697 | (2) | |||
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699 | (1) | |||
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700 | (1) | |||
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701 | (6) | |||
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702 | (2) | |||
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704 | (3) | |||
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707 | (2) | |||
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708 | (1) | |||
Index | 709 |
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