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E-raamat: Finite Element Programs in Structural Engineering and Continuum Mechanics

(University of Portsmouth, UK)
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Finite Element Programs in Structural Engineering and Continuum MechanicsSuurem pilt
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Bridges the gap between theoretical texts with little software support and the giant finite element software packages, this modern-day handbook covers finite element programming in a comprehensive range of problems in civil, mechanical, structural, aeronautical and electrical engineering.


Bridging the gap between theoretical texts and the massive and expensive software packages, this modern-day handbook covers finite element programming in a wide range of problems in mechanical, civil, aeronautical and electrical engineering. Comprehensive, it ranges from the static analysis of two- and three-dimensional structures to stress analysis of thick slabs on elastic foundations, and from two- and three- dimensional vibration analysis problems to two-dimensional field problems including heat transfer and acoustic vibrations. The 24 printouts of powerful and valuable engineering computer programs, written in QUICK BASIC, are introduced by a preliminary chapter giving useful hints and formulae intended for structural design. The programs are capable of analyzing problems in engineering design and manufacture, with text fully describing how to use the computer programs for their particular problems or tasks. The finite element method is used in all the programs, and the problems for analysis can be of quite complex design and shape and with complex boundary conditions.

Arvustused

"Students and lecturers may value the computer programs for finite element analysis." --The Structural Engineer

"The programs, written in Quick Basic, utilize finite element methods to solve a variety of engineering problems from static and dynamic analysis in two and three dimensions to two-dimensional field. Recommended to upper-division undergraduates and professionals." --Choice

Preface
Introductory
Chapter		 1(4)
Loads
5(1)
Screen Dumping
6(2)
Forces in Plane Pin-Jointed Trusses
8(10)
Introduction
8(1)
Input Data
9(2)
Results
11(1)
Example 1.1
11(2)
Input Data File
13(1)
Output
13(1)
Screen Dump
14(1)
Example 1.2
15(1)
Results
16(2)
Bending Moments in Beams
18(13)
Introduction
18(1)
Data for BEAMSF
19(1)
Output
20(1)
Example 2.1
21(2)
Results
23(1)
Screen Dumps
23(1)
Example 2.2
24(1)
Results
24(1)
Screen Dumps
25(1)
Data for BEAMERF
26(1)
Output
27(1)
Examples 2.3
27(2)
Output
29(2)
Bending Moments in Rigid-Jointed Plane Frames
31(31)
Introduction
31(2)
Data for FRAME2DF
33(2)
Output
35(1)
Example 3.1
35(2)
Output
37(1)
FRAME2DF
38(1)
Example 3.2
39(1)
Output
40(1)
Screen Dumps
41(2)
Frames with a Combination of Rigid and Pin-Joints
43(1)
Derivation of the Stiffness Matrix for the Beam of Figure 3.8
43(3)
Loading
46(2)
Moment-Nodal Displacement Relationships
48(2)
Deflection Distributions
50(2)
Description of How To Use the Program FRAMERP
52(1)
Computer Program
53(1)
Input Data File
54(1)
Example 3.3
55(1)
The Input Data File FRAMERP. DAT
56(1)
Results
57(1)
Example 3.4
58(1)
Example 3.5
58(1)
Example 3.6
59(1)
Screen Dumps
60(2)
Forces in Pin-Jointed Space Trusses
62(10)
Introduction
62(2)
Input Data
64(1)
Output
65(1)
Example 4.1
65(3)
Output
68(1)
Input Data File
68(1)
Example 4.2
69(2)
Results
71(1)
Static Analysis of Three-Dimensional Rigid-Jointed Frames
72(17)
Introduction
72(6)
Input Data
78(3)
Output
81(1)
Example 5.1
82(2)
Input Data File
84(1)
Results
85(1)
Screen Dump
85(1)
Example 5.2
86(1)
Input Data File
87(1)
Results
88(1)
Vibration of Rigid-Jointed Space Frames
89(22)
Introduction
89(3)
Continuous Reduction Technique
92(1)
Zero nodes and other details
92(1)
The Input Data File
92(2)
Example 6.1
94(2)
Input
96(1)
Computer Output
97(1)
Example 6.2
98(1)
Data
98(1)
Computer Output
99(1)
Example 6.3
100(1)
Input Data
100(1)
Computer Output
101(1)
Example 6.4
102(1)
Input Data File for Example 6.4
103(7)
Results
110(1)
Bending Moments in Grillages
111(18)
Introduction
111(2)
The Input Data
113(1)
Output
114(1)
Example 7.1
114(1)
Data for Example 7.1
115(2)
Results
117(1)
Example 7.2
118(1)
Input Data File for Example 7.2
119(3)
Results for Example 7.2
122(1)
Example 7.3
123(2)
Input Data File for Example 7.3
125(1)
Results for Example 7.3
126(1)
Screen Dumps
127(2)
Vibration of Grillages
129(10)
Introduction
129(1)
Input Data File
130(1)
Example 8.1
131(1)
Input Data File for Example 8.1
132(1)
Results for Example 8.1
133(1)
Example 8.2
134(1)
Results for Example 8.2
134(2)
Example 8.3
136(1)
Input Data File for Example 8.3
136(1)
Results for Example 8.3
137(2)
Slab on Elastic Foundation
139(13)
Introduction
139(1)
Input
140(2)
Output
142(1)
Example 9.1
143(1)
Input Data File for Example 9.1
144(1)
Results for Example 9.1
145(2)
Example 9.2
147(1)
Results
147(1)
Example 9.3
148(1)
Input Data File for Example 9.3
149(1)
Results
149(2)
Conclusions
151(1)
In-Plane Stresses in Plates
152(48)
Introduction
152(1)
The Computer Program STRESS3N
153(2)
Example 10.1
155(1)
Input Data File for Example 10.1
155(2)
Results
157(1)
Input Data File for STRESS3.DAT
157(1)
Stress Contours
158(2)
Example 10.2
160(2)
The Computer Program STRESS4N
162(5)
Data
167(2)
Example 10.3
169(2)
Input of Data File for STRESS4N
171(1)
Results
172(1)
Screen Dumps
173(1)
Example 10.4
174(3)
Results
177(2)
The Computer Program STRESS8N
179(4)
Data
183(2)
Example 10.5
185(2)
Input Data File for STRESS8N.EXE
187(2)
Results
189(1)
Screen Dumps
190(2)
Example 2.3
192(3)
Results
195(1)
Example 2.4
196(3)
Results
199(1)
Bending Stress in Flat Plates
200(17)
Introduction
200(1)
Input Data File
200(2)
Results
202(1)
Example 11.1
203(1)
Data
204(1)
Results
205(1)
Input Data File
205(1)
Screen Dumps
206(4)
Example 11.2
210(1)
Input Data File
210(3)
Results
213(1)
Screen Dumps
213(4)
Stresses in Doubly-Curved Shells
217(10)
Introduction
217(2)
Input Data File
219(1)
Example 12.1
220(1)
Input Data File
221(2)
Results
223(1)
Screen Dumps
224(3)
In-Plane Vibrations of Plates
227(10)
Introduction
227(1)
Input Data File
227(1)
Example 13.1
228(1)
Input Data File
228(3)
Input Data File for Example 13.1
231(1)
Results
232(1)
Screen Dumps
232(5)
Lateral Vibrations of Flat Plates
237(12)
Introduction
237(1)
Input Data File
238(1)
Example 14.1
239(1)
Input Data
240(2)
Input Data File for Example 14.1
242(1)
Results
242(1)
Screen Dumps
243(6)
Vibration of Thin-Walled, Doubly-Curved Shells
249(6)
Introduction
249(1)
Input Data
250(1)
Example 15.1
251(1)
Input Data File for Example 15.1
251(1)
Results
252(1)
Example 15.2
252(3)
Stresses in Solids
255(9)
Introduction
255(2)
Data
257(1)
Output
257(1)
Example 16.1
258(1)
Input Data File
258(1)
Results
259(3)
Approximate Checks
262(2)
Two Dimensional Field Problems
264(50)
Introduction
264(1)
Torsion
264(2)
Heat Transfer
266(1)
Steam Functions
267(1)
Groundwater Flow
268(1)
Electrical Field Problems
268(1)
Magnetic Field Problems
269(1)
The Computer Program FIELD3SF
269(1)
Data
270(2)
Output
272(1)
Example 17.1
272(1)
Results
273(1)
Example 17.2
274(3)
Results
277(1)
FIELD4SF
278(1)
Data
279(2)
Results
281(1)
Example 17.3
282(2)
Results
284(1)
Example 17.4
284(1)
Input Data File
285(2)
Results
287(1)
Example 17.5
288(2)
Results
290(1)
Example 17.6
291(2)
Results
293(1)
FIELD8SF
293(1)
To Calculate the Length of a Boundary Formed by (say) nodes 1, 2, and 3
294(2)
Data
296(2)
Results
298(1)
Example 17.7
298(2)
Results
300(2)
Example 17.8
302(2)
Results
304(1)
Example 17.9
305(1)
Input Data File
305(2)
Results
307(3)
Example 17.10
310(2)
Results
312(1)
Screen Dumps
312(2)
Solution of Helmholtz's Equation
314(8)
Introduction
314(2)
Data
316(1)
Example 18.1
317(1)
Input Data File for Example 18.1
318(1)
Results
318(4)
References 322(2)
Appendices 324
Carl T F Ross, University of Portsmouth, UK
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