Please use this identifier to cite or link to this item:
https://scholarbank.nus.edu.sg/handle/10635/65603
| Title: | Finite element formulation for the analysis of reinforced fibrous concrete beams | Authors: | Murugappan, K. Tan, K.H. Paramasivam, P. |
Issue Date: | Dec-1994 | Citation: | Murugappan, K.,Tan, K.H.,Paramasivam, P. (1994-12). Finite element formulation for the analysis of reinforced fibrous concrete beams. Finite Elements in Analysis and Design 18 (1-3) : 67-74. ScholarBank@NUS Repository. | Abstract: | This paper presents the use of a finite element formulation for the analysis of reinforced steel fibre concrete beams under predominant flexure. The analysis is based on a secant stiffness formulation, using appropriate constitutive relations for cracked steel fibre concrete. Comparison with the available experimental results shows that, the analytical model predicts well the mode of failure, ultimate load and also the complete behaviour of reinforced steel fibre concrete beams. © 1994. | Source Title: | Finite Elements in Analysis and Design | URI: | http://scholarbank.nus.edu.sg/handle/10635/65603 | ISSN: | 0168874X |
| Appears in Collections: | Staff Publications |
Show full item record
Files in This Item:
There are no files associated with this item.
Google ScholarTM
Check
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.