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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Main Authors: Hwa-Nan Bu, 卜化南
Other Authors: C. C. Lin
Format: Others
Language:en_US
Published: 1995
Online Access:http://ndltd.ncl.edu.tw/handle/41751660842887745385
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spelling ndltd-TW-083NCHU05070052015-10-13T12:53:31Z http://ndltd.ncl.edu.tw/handle/41751660842887745385 BUCKLING OF BEAM-PLATES HAVING MULTIPLE DELAMINATIONS 多脫層樑板的挫屈分析 Hwa-Nan Bu 卜化南 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. C. C. Lin 林見昌 1995 學位論文 ; thesis 67 en_US
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language en_US
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description 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.
author2 C. C. Lin
author_facet C. C. Lin
Hwa-Nan Bu
卜化南
author Hwa-Nan Bu
卜化南
spellingShingle Hwa-Nan Bu
卜化南
BUCKLING OF BEAM-PLATES HAVING MULTIPLE DELAMINATIONS
author_sort Hwa-Nan Bu
title BUCKLING OF BEAM-PLATES HAVING MULTIPLE DELAMINATIONS
title_short BUCKLING OF BEAM-PLATES HAVING MULTIPLE DELAMINATIONS
title_full BUCKLING OF BEAM-PLATES HAVING MULTIPLE DELAMINATIONS
title_fullStr BUCKLING OF BEAM-PLATES HAVING MULTIPLE DELAMINATIONS
title_full_unstemmed BUCKLING OF BEAM-PLATES HAVING MULTIPLE DELAMINATIONS
title_sort buckling of beam-plates having multiple delaminations
publishDate 1995
url http://ndltd.ncl.edu.tw/handle/41751660842887745385
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AT bohuànán duōtuōcéngliángbǎndecuòqūfēnxī
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