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提示:带温度载荷的静态结构分析。
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% X# I8 w2 u" h; ZTitle Thermally Loaded Support Structure* d. a: J% E1 B6 U
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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 | . m1 c; X8 x% o9 V
Test Case! e; Y2 b8 Z, c. K0 C! a, k
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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.
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* I( \8 c4 g, ~0 _ ?5 fFigure 3.1 Support Structure Problem Sketch; }/ r2 I. b* j- o+ Y) l0 K. h! b* I
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[5 d# F9 ^2 I& C| 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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% j- `; r/ A: P6 M2 FAnalysis 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.
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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 |
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[ 本帖最后由 tigerdak 于 2007-11-9 15:28 编辑 ] |
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