Flower pollination-based optimal design of reinforced concrete beams with externally bonded of FRPS
The optimal design of reinforced concrete beams (RCBs) and structures with an objective of improving the chosen performances is an important problem in the field of construction works. Recently, the concrete beams, structures, and walls are strengthened externally by bonding fiber-reinforced polymer...
Main Authors: | N Sundar, PN Raghunath, G Dhinakaran |
---|---|
Format: | Article |
Language: | English |
Published: |
SAGE Publishing
2020-10-01
|
Series: | Advanced Composites Letters |
Online Access: | https://doi.org/10.1177/2633366X20962499 |
Similar Items
-
Strengthning the reinforced concrete beam using externally bonded steel plate /
by: Siti Hawa Harun, 1987-, et al.
Published: (2010) -
Behavior of Damaged Reinforced Concrete Beams Strengthened with Externally Bonded Steel Plate
by: H. M. Al-Hassani, et al.
Published: (2013-06-01) -
Experimental Tests on Steel Plate-to-Plate Splices Bonded by C-FRPS Laminas with and without Wrapping
by: Mario D’Aniello, et al.
Published: (2016-02-01) -
The flexural performance of 3.5m concrete beams with various bonded external reinforcements/
by: 219173 MacDonald, M. D., et al.
Published: (1982) -
Flexural behavior of externally bonded CFRP - reinforced concrete beam exposed to natural weather /
by: Abdul Rahman Mohd. Sam, author, et al.
Published: (2009)