1
Infinite elements for elastostatic load transfer problems of long bars partially embedded in multilayered half spaces | |
Author | Takase, Kenzo |
Call Number | AIT Thesis no. ST-85-27 |
Subject(s) | Elastic rods and wires |
Note | A thesis 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 | This study presents the most efficient schemes to solve electrostatic load transfer problems of long bars partially embedded in multilayered half spaces. Cases of axial load transfer and bending are analyzed numerically. The near field is modelled using conventional finite elements, the far field using infinite elements and the embedded bar using one dimensional line elements with the modulus of elasticity equal to the difference between those of the real bar and the elastic half space. One dimensional bending elements of a long bar require C(1) continuity requirement, while the other elements of surrounding media require C(0) continuity requirement. Consequently, element stiffness matrix of a long bar is assembled together with the global stiffness matrix a long bar is assembled together with the global stiffness matrix after rotational degrees of freedom of the bar are eliminated. The results are compared with the existing analytical solutions for a homogeneous elastic half space. |
Year | 1985 |
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) | Brotton, Derick M. ;Wireland, Martin |
Scholarship Donor(s) | The Government of Japan |
Degree | Thesis (M.Eng.) - Asian Institute of Technology, 1985 |