| 000 | 03299nam a2200433 4500 | ||
|---|---|---|---|
| 005 | 20260817172707.0 | ||
| 008 | 060898 th eng | ||
| 035 | _a.b1013878x | ||
| 099 | 9 | _aAIT Thesis no. ST-80-04 | |
| 100 | 1 | _aDayawansa, Peduru Hewa | |
| 245 | 1 | 0 | _aChoice of shape functions for exact finite-element solution to beam and plate problems |
| 260 |
_aBangkok : _bAsian Institute of Technology, _c1980 |
||
| 300 | _aiv, 45 p. | ||
| 490 | 1 |
_aThesis ; _vno. ST-80-04 |
|
| 500 | _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology | ||
| 502 | _aThesis (M.Eng.) - Asian Institute of Technology, 1980 | ||
| 520 | _aThe conventional guide lines for selecting shape functions of a finite element generally lead to approximate finite element solutions. An investigation is conducted on conditions. of shape Junctions, by which an exact finite element solution may be possible. Tong has earlier proved for one-dimensional problems with single dependent variable that shape functions must satisfy homogeneous Euler's equation to give exact solution. The concept is generalized in this study to one-dimensional problems with many dependent variables. It is then applied to a class of thick beam problems. Numerical results of several thick and thin beam examples show undisputedly a good agreement with the theory -. --- exact solution is obtained even with a single element model. The concept is further extended to two-dimensional plate problems. Unlike the case of one dimensional beam, several difficulties are encountered. The most important one is the over-rigid requirement imposed on the number of element degrees-of-freedom. As a result, these degrees-of freedom cannot be accommodated by either a quadrilateral or a triangular element. An attempt is therefore made to relax this requirement. Two plate elements are developed on this basis and the results seem to be satisfactory. | ||
| 650 | 0 |
_aGirders _xMathematical models |
|
| 650 | 0 | _aFinite element method | |
| 650 | 0 | _aElastic plates and shells | |
| 700 | 0 |
_aWorsak Kanok-Nukulchai, _eChairperson |
|
| 700 | 1 |
_aKarasudhi, Pisidhi, _eExamination Committee |
|
| 700 | 1 |
_aKawaguchi, Masahiro, _eExamination Committee |
|
| 710 | 2 |
_aGovernment of Canada, _eScholarship Donor |
|
| 810 | 2 |
_aAsian Institute of Technology. _tThesis ; _vno. ST-80-04 |
|
| 856 |
_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B22118 |
||
| 907 |
_a.b1013878x _bmnait _cs |
||
| 902 | _a250516 | ||
| 998 |
_b4 _c951012 _dm _ea _fs _g0 |
||
| 945 | _lmnait | ||
| 945 | _lmnait | ||
| 945 | _lmnarc | ||
| 942 | _c20 | ||
| 942 | _c40 | ||
| 909 |
_aBarcode : 30050003079232 _bCREATED : 1995-10-13 _cRECORD # : i10158017 _dLPATRON : 1018563 _eLCHKIN : 2008-03-17 _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 0 _iTOT CHKOUT : 2 _jTOT RENEW : 0 |
||
| 909 |
_aBarcode : 30050003079224 _bCREATED : 1995-10-13 _cRECORD # : i10158029 _dLPATRON : 1013002 _eLCHKIN : 2001-12-07 _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 0 _iTOT CHKOUT : 2 _jTOT RENEW : 0 |
||
| 909 |
_aBarcode : 30050160013966 _bCREATED : 2016-04-04 _cRECORD # : i12921646 _dLPATRON : 0 _eLCHKIN : - _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 0 _iTOT CHKOUT : 0 _jTOT RENEW : 0 |
||
| 999 |
_c17125 _d17125 |
||