| Title: | Non-linear finite element of analysis of reinforced concrete members |
| Author: | |
| Document Type: | Thesis |
| Department: | Department of Civil and Environmental Engineering |
| Degree: | Master of Science |
| Major: | Civil Engineering |
| Advisory Committee: |
Hsu, C.T. Thomas
Ansari, Farhad
Meegoda, Jay N.
|
| Thesis Date: | 1987, May |
| Keywords: |
Finite Element Analysis
Reinforced Concrete Members
Biaxial Compression
|
| Availability: | Unrestricted |
| Abstract: |
A finite element analysis of reinforced concrete members is used to study the initiation and propagation of cracks and the behavior at the interface of concrete and steel. The increase of concrete strength due to the biaxial compression and the shear capacity of the cracked elements are also considered in the analysis. The results of the present analysis are compared with some available experimental data in beam tests. It has been found that the present analysis is capable of calculating the stress ( or moment ) and strain ( or deformation ) from zero load upto the ultimate load. |
| Complete Thesis: | njit-etd1987-002 (128 pages ~ 16,288 KB pdf) |
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Created March 18, 2003
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