| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 13421213 | Journal of Building Engineering | 2020 | 28 Pages |
Abstract
However, BRC beams with 2.8% bamboo reinforcement shown less shear and flexural capacity compared to that of RCC beams. The effect of additional 1% bamboo reinforcement on shear as well as flexural strength can be clearly observed in second type of BRC beam. Failure mode observed in both type of BRC beams were different from that of PCC and RCC beams.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Pankaj R. Mali, Debarati Datta,