| dc.contributor.author |
Singh, Shamsher Bahadur |
|
| dc.date.accessioned |
2025-04-22T10:41:45Z |
|
| dc.date.available |
2025-04-22T10:41:45Z |
|
| dc.date.issued |
2024-04 |
|
| dc.identifier.uri |
https://link.springer.com/chapter/10.1007/978-981-97-0102-5_1 |
|
| dc.identifier.uri |
http://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/18724 |
|
| dc.description.abstract |
Design of RC beams with longitudinal reinforcement made of steel bars has adopted the philosophy of Under-Reinforced Design. But, Concrete Beams with FRP longitudinal bars need a reconsideration of this philosophy. The large strength of FRP bars and low strength of concrete obviates Over-Reinforced Design. By suitably increasing the amount of FRP longitudinal bars, it is possible to enhance the deformability of the FRP-reinforced beams. While Limit State Method of design will be applicable still, the partial safety factors on loads and on materials need to be adopted after due experimental studies. |
en_US |
| dc.language.iso |
en |
en_US |
| dc.publisher |
Springer |
en_US |
| dc.subject |
Civil engineering |
en_US |
| dc.subject |
FRP (Fiber-Reinforced Polymer) bars |
en_US |
| dc.subject |
RC (Reinforced Concrete) beams |
en_US |
| dc.subject |
Longitudinal reinforcement |
en_US |
| dc.title |
Design of concrete beams reinforced with FRP bars |
en_US |
| dc.type |
Book chapter |
en_US |