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; O E) w0 I1 J4 T% d6 x提示:带温度载荷的静态结构分析。 S7 U& ]; ~) ]6 l, ?/ s
4 ]! q) D- U7 S Y6 r8 gTitle Thermally Loaded Support Structure
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Overview- D' f4 C, w1 x3 M3 _
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| Reference: | S. Timoshenko, Strength of Material, Part I, Elementary Theory and Problems, 3rd Edition, D. Van Nostrand Co., Inc., New York, NY, 1955, pg. 30, problem 9. | | Analysis Type(s): | Static, Thermal Stress Analysis |
$ g/ n# a7 r3 I7 v8 o5 @Test Case
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* B/ t! ?3 A8 t/ [Find the stresses in the copper and steel wire structure shown below. The wires have a cross-sectional area of A. The structure is subjected to a load Q and a temperature rise of ΔT after assembly. 4 j0 P3 n; T% l+ X
3 |" I3 Q1 f* ]9 x) U. D. ~Figure 3.1 Support Structure Problem Sketch
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| Material Properties | | Ec = 16 E6 psi | | αc = 92 E-7 in/in-°F | | Es = 30 E6 psi | | αs = 70 E-7 in/in-°F |
| | Geometric Properties | | A = 0.1 in2 |
| | Loading | | Q = 4000 lb | | ΔT = 10°F |
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- ?6 b1 ?- P% J. tAnalysis Assumptions and Modeling NotesLength of wires (20 in.), spacing between wires (10 in.), and the reference temperature (70°F) are arbitrarily selected. The rigid lower beam is modeled by nodal coupling. . @# ~3 v0 [4 T) o9 E
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Results Comparison | Target | ANSYS | Ratio | | Stress in steel, psi | 19,695. | 19,695. | 1.000 | | Stress in copper, psi | 10,152. | 10,152. | 1.000 | 8 o, o1 e, L) w5 g; _4 h
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[ 本帖最后由 tigerdak 于 2007-11-9 15:28 编辑 ] |
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