5 vload with capacitance of 1e 6f ansys verification

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Unformatted text preview: Release 9.0 . 002114 . © SAS IP, Inc. 1–519 VM224 And the creep strains may be obtained as follows: 1 εc = A( σ0 ) n ( 2 − xx ( n −1) + 1) 2 t m α )( α − α 2 ( n −1) 2 c n 1 ε yy = A( σ0 ) ( 2α − 1)( α − α + 1) 2 t m 2 2 1 εc = A( σ0 ) n ( α + 1)( α 2 − zz 2 α ( n −1) + 1) 2 t m This gives the following reference solution: εc = 0. 135t 0. 5 xx εc = − 0. 135t m yy εc = 0 zz Results Comparison @ Time = 1000 Target ANSYS Ratio PLANE182 2-D 4-Node Structural Solid ecrxx 4.2691 4.2691 1.000 ecryy -4.2691 -4.2691 1.000 PLANE183 2-D 8-Node Structural Solid ecrxx 4.2691 4.2691 1.000 ecryy -4.2691 -4.2691 1.000 Figure 224.2 Creep Strain 1–520 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. VM225: Rectangular Cross-Section Bar with Preload Overview Reference: Engineering Statics Text Analysis Type(s): Static, Preloading Analysis Element Type(s): 3-D Structural Solid Elements (SOLID45) Pretension Elements (PRETS179 ) 3-D Structural Solid Elements (SOLID185) Input Listing: vm225.dat Test Case A compressive preload is applied...
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This note was uploaded on 12/09/2010 for the course DEPARTMENT E301 taught by Professor Kulasinghe during the Spring '09 term at University of Peradeniya.

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