Boundary Element Programming in Mechanics
, by Xiao-Wei Gao , Trevor G. DaviesNote: Supplemental materials are not guaranteed with Rental or Used book purchases.
- ISBN: 9780521773591 | 0521773598
- Cover: Multimedia
- Copyright: 3/11/2002
This monograph describes the application of boundary element methods (BEM) in solid mechanics, beginning with basic theory and then explaining the numerical implementation of BEM in nonlinear stress analysis. In addition, the authors have developed state-of-the-art BEM source code, available for the first time on a CD-ROM included with the book.
Xiao-Wei Gao is Research Associate, Department of Mechanical and Aerospace Engineering, Arizona State University, Tempe. He was formerly Associate Professor, Institute of Applied Mechanics, Ningxia University, People's Republic of China. Dr. Gao is an authority on nonlinear boundary element analysis and is currently developing BEM techniques for commercial aerospace applications Trevor G. Davies is Senior Lecturer, Glasgow University. Dr. Davies's primary expertise is in numerical analysis of nonlinear and dynamic soil-structure interaction using boundary element methods. He was one of the first researchers to tackle the problem of 3D nonlinear boundary element analysis during the late 1970s. He has published extensively and has co-edited the book Boundary Element Techniques in Geomechanics
Preface | xiii | ||||
Legal Matters | xv | ||||
PART I. LINEAR PROBLEMS | |||||
|
3 | (13) | |||
|
3 | (1) | |||
|
3 | (2) | |||
|
5 | (7) | |||
|
12 | (3) | |||
|
12 | (1) | |||
|
13 | (1) | |||
|
14 | (1) | |||
|
14 | (1) | |||
|
15 | (1) | |||
|
16 | (9) | |||
|
16 | (1) | |||
|
16 | (1) | |||
|
17 | (1) | |||
|
18 | (1) | |||
|
19 | (1) | |||
|
20 | (3) | |||
|
21 | (1) | |||
|
22 | (1) | |||
|
22 | (1) | |||
|
23 | (1) | |||
|
24 | (1) | |||
|
25 | (9) | |||
|
25 | (1) | |||
|
25 | (2) | |||
|
27 | (1) | |||
|
28 | (2) | |||
|
30 | (1) | |||
|
31 | (2) | |||
|
33 | (1) | |||
|
34 | (33) | |||
|
34 | (1) | |||
|
34 | (3) | |||
|
37 | (1) | |||
|
38 | (1) | |||
|
39 | (8) | |||
|
47 | (6) | |||
|
47 | (2) | |||
|
49 | (2) | |||
|
51 | (2) | |||
|
53 | (4) | |||
|
57 | (3) | |||
|
60 | (3) | |||
|
63 | (1) | |||
|
64 | (2) | |||
|
66 | (1) | |||
|
67 | (40) | |||
|
67 | (1) | |||
|
67 | (1) | |||
|
67 | (1) | |||
|
68 | (7) | |||
|
68 | (7) | |||
|
75 | (1) | |||
|
75 | (1) | |||
|
76 | (1) | |||
|
77 | (1) | |||
|
78 | (1) | |||
|
79 | (1) | |||
|
80 | (1) | |||
|
81 | (1) | |||
|
82 | (2) | |||
|
84 | (1) | |||
|
85 | (2) | |||
|
87 | (2) | |||
|
89 | (1) | |||
|
90 | (1) | |||
|
91 | (1) | |||
|
92 | (1) | |||
|
93 | (1) | |||
|
94 | (1) | |||
|
95 | (1) | |||
|
96 | (1) | |||
|
97 | (1) | |||
|
98 | (1) | |||
|
99 | (1) | |||
|
100 | (1) | |||
|
101 | (1) | |||
|
102 | (1) | |||
|
103 | (1) | |||
|
104 | (2) | |||
|
106 | (1) | |||
|
107 | (14) | |||
|
107 | (1) | |||
|
107 | (4) | |||
|
111 | (1) | |||
|
112 | (5) | |||
|
117 | (4) | |||
PART II. NONLINEAR PROBLEMS | |||||
|
121 | (17) | |||
|
121 | (1) | |||
|
121 | (5) | |||
|
122 | (1) | |||
|
123 | (1) | |||
|
124 | (1) | |||
|
124 | (1) | |||
|
125 | (1) | |||
|
126 | (2) | |||
|
128 | (2) | |||
|
130 | (4) | |||
|
131 | (1) | |||
|
131 | (1) | |||
|
132 | (2) | |||
|
134 | (1) | |||
|
135 | (1) | |||
|
136 | (2) | |||
|
138 | (8) | |||
|
138 | (1) | |||
|
138 | (2) | |||
|
140 | (3) | |||
|
143 | (2) | |||
|
145 | (1) | |||
|
146 | (16) | |||
|
146 | (1) | |||
|
146 | (2) | |||
|
148 | (1) | |||
|
149 | (1) | |||
|
150 | (3) | |||
|
153 | (3) | |||
|
153 | (1) | |||
|
154 | (2) | |||
|
156 | (4) | |||
|
156 | (1) | |||
|
157 | (1) | |||
|
158 | (1) | |||
|
159 | (1) | |||
|
160 | (2) | |||
|
162 | (25) | |||
|
162 | (1) | |||
|
162 | (1) | |||
|
162 | (2) | |||
|
164 | (1) | |||
|
165 | (1) | |||
|
166 | (1) | |||
|
167 | (1) | |||
|
168 | (2) | |||
|
170 | (1) | |||
|
171 | (2) | |||
|
173 | (1) | |||
|
173 | (1) | |||
|
174 | (2) | |||
|
176 | (1) | |||
|
177 | (1) | |||
|
178 | (3) | |||
|
181 | (1) | |||
|
182 | (1) | |||
|
183 | (1) | |||
|
184 | (1) | |||
|
185 | (1) | |||
|
186 | (1) | |||
|
187 | (16) | |||
|
187 | (1) | |||
|
187 | (4) | |||
|
191 | (2) | |||
|
193 | (3) | |||
|
196 | (3) | |||
|
199 | (2) | |||
|
201 | (2) | |||
|
203 | (6) | |||
|
203 | (1) | |||
|
203 | (6) | |||
|
203 | (1) | |||
|
204 | (1) | |||
|
204 | (1) | |||
|
205 | (1) | |||
|
205 | (1) | |||
|
206 | (1) | |||
|
206 | (1) | |||
|
206 | (1) | |||
|
207 | (1) | |||
|
207 | (2) | |||
Appendix A. Derivation of Kernel Functions | 209 | (4) | |||
|
209 | (1) | |||
|
210 | (1) | |||
|
211 | (1) | |||
|
211 | (2) | |||
Appendix B. Shape Functions | 213 | (4) | |||
|
213 | (1) | |||
|
214 | (1) | |||
|
215 | (2) | |||
Appendix C. Degenerate Elements: Singular Mapping | 217 | (4) | |||
Appendix D. Elasto-Plastic Flow Theory | 221 | (7) | |||
|
221 | (3) | |||
|
224 | (1) | |||
|
225 | (1) | |||
|
226 | (2) | |||
Appendix E. Domain Integral Formulations | 228 | (4) | |||
|
228 | (1) | |||
|
228 | (2) | |||
|
230 | (1) | |||
|
230 | (1) | |||
|
231 | (1) | |||
Appendix F. Solution of the Nonlinear System Equations | 232 | (7) | |||
|
232 | (1) | |||
|
233 | (6) | |||
|
234 | (1) | |||
|
235 | (1) | |||
|
236 | (1) | |||
|
237 | (2) | |||
Appendix G. Elements of Elasto-Plasticity | 239 | (3) | |||
Appendix H. Description of Input Data | 242 | (5) | |||
References | 247 | (6) | |||
Index | 253 |
What is included with this book?
The New copy of this book will include any supplemental materials advertised. Please check the title of the book to determine if it should include any access cards, study guides, lab manuals, CDs, etc.
The Used, Rental and eBook copies of this book are not guaranteed to include any supplemental materials. Typically, only the book itself is included. This is true even if the title states it includes any access cards, study guides, lab manuals, CDs, etc.