Abstract
The static buckling of bimodulus thick circular and annular plates subjected to a combination of a pure bending stress and compressive stress is investigated. The thick finite element model, which includes the effect of transverse shear deformation, are created for axisymmetric buckling problems. The obtained results of buckling coefficient are compared with the exact solutions for ordinary thin plates. The accuracy of the finite element solutions are shown to be very good. The effects of various parameters on the buckling coefficients and neutral surfce locations are studied. The bimodulus properties are shown to have significant influences on the buckling coefficient.
| Original language | English |
|---|---|
| Pages (from-to) | 175-182 |
| Number of pages | 8 |
| Journal | Computers and Structures |
| Volume | 25 |
| Issue number | 2 |
| DOIs | |
| Publication status | Published - 1987 Jan 1 |
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All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Modelling and Simulation
- Materials Science(all)
- Mechanical Engineering
- Computer Science Applications
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Axisymmetric buckling of bimodulus thick circular plates. / Dar-Ping, Juang; Chen, Lien-Wen.
In: Computers and Structures, Vol. 25, No. 2, 01.01.1987, p. 175-182.Research output: Contribution to journal › Article
TY - JOUR
T1 - Axisymmetric buckling of bimodulus thick circular plates
AU - Dar-Ping, Juang
AU - Chen, Lien-Wen
PY - 1987/1/1
Y1 - 1987/1/1
N2 - The static buckling of bimodulus thick circular and annular plates subjected to a combination of a pure bending stress and compressive stress is investigated. The thick finite element model, which includes the effect of transverse shear deformation, are created for axisymmetric buckling problems. The obtained results of buckling coefficient are compared with the exact solutions for ordinary thin plates. The accuracy of the finite element solutions are shown to be very good. The effects of various parameters on the buckling coefficients and neutral surfce locations are studied. The bimodulus properties are shown to have significant influences on the buckling coefficient.
AB - The static buckling of bimodulus thick circular and annular plates subjected to a combination of a pure bending stress and compressive stress is investigated. The thick finite element model, which includes the effect of transverse shear deformation, are created for axisymmetric buckling problems. The obtained results of buckling coefficient are compared with the exact solutions for ordinary thin plates. The accuracy of the finite element solutions are shown to be very good. The effects of various parameters on the buckling coefficients and neutral surfce locations are studied. The bimodulus properties are shown to have significant influences on the buckling coefficient.
UR - http://www.scopus.com/inward/record.url?scp=0023266890&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=0023266890&partnerID=8YFLogxK
U2 - 10.1016/0045-7949(87)90140-4
DO - 10.1016/0045-7949(87)90140-4
M3 - Article
VL - 25
SP - 175
EP - 182
JO - Computers and Structures
JF - Computers and Structures
SN - 0045-7949
IS - 2
ER -