| Author | Chaiswat Srirattanarush |
| Call Number | AIT Thesis no.ST-87-30 |
| Subject(s) | Plates (Engineering)
|
| Note | A thesis study submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology |
| Publisher | Asian Institute of Technology |
| Abstract | A skew plate with eccentric stiffeners spanning in one
direction is analysed by means of a variational principle,
leading to a governing differential equation of order nine
together with nine boundary conditions (4 in the direction
without stiffeners and 5 in the other direction). The governing
equations obtained in this research hold for all parallelogram
shaped plates with eccentric stiffeners spanning in one direction. They agree exactly with those existing when the angle of
skewn is equal to 90 degrees. Neglecting the lateral bending and
bimoments of the stiffeners yields an approximate theory with an
eight order differential equation. For practical purposes, a
simplification is made by taking the skew angle in some expressions to be 90 degrees. Consequent1y, a fourth order differential equation is obtained in the same form as for rectangular
stiffened plates. |
| Year | 1987 |
| Type | Thesis |
| School | School of Engineering and Technology (SET) |
| Department | Other Field of Studies (No Department) |
| Academic Program/FoS | Structural Engineering (STE) /Former Name = Structural Engineering and Construction (ST) |
| Chairperson(s) | Karasudhi, Pisidhi
|
| Examination Committee(s) | Pichai Nimityongskul ;Wireland, Martin
|
| Scholarship Donor(s) | Government of Australia |
| Degree | Thesis (M.Eng.) - Asian Institute of Technology, 1987 |