BUCKLING OF BEAM-PLATES HAVING MULTIPLE DELAMINATIONS
碩士 === 國立中興大學 === 應用數學研究所 === 83 === Two models are established to deal with the buckling problem of one-dimensional beam-plates with a number of delaminations. One is the free mode model, and the other one is the constrained mode model. Su...
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| Format: | Others |
| Language: | en_US |
| Published: |
1995
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| Online Access: | http://ndltd.ncl.edu.tw/handle/41751660842887745385 |
| Summary: | 碩士 === 國立中興大學 === 應用數學研究所 === 83 === Two models are established to deal with the buckling problem of
one-dimensional beam-plates with a number of delaminations. One
is the free mode model, and the other one is the constrained
mode model. Successive corrections of buckled segments are made
on the free mode model by inserting constrained mode model in
place of the portion where overlapping of the upper and lower
parts in delaminated segments occurs. The approach
realistically describe the mode of buckling. The general
analysis presented in the thesis is applicable to beam-plates
having any end supporting conditions, any number of
delaminations at any locations along the beam, and each
delamination may occur at any interface. Numerical examples are
presented for illustrative purposes.
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