Strengthening of RCC beam using FRP laminates

Simple item page
dc.contributor.authorShaikh, Wasim
dc.contributor.authorAnsari, Salah Ashfaque Ahmed (14CE10)
dc.contributor.authorFodkar, Masood Farooque (14CE15)
dc.contributor.authorKhan, Shahbaz Sageer Ahmed (14CE33)
dc.contributor.authorKhan, Zakir Mohammed Kabir (14CE35)
dc.date.accessioned2021-11-02T06:02:38Z
dc.date.available2021-11-02T06:02:38Z
dc.date.issued2020-05
dc.description.abstractAs we know Concrete is strong in compression and weak in tension because of structural cracking at a relatively low level of stress, it means concrete doesn’t behave same in tension and compression but Steel reinforcement bars behave similarly in tension and compression. The stress–strain response of concrete in compression is nearly linear at the beginning of loading up to approximately 0.7 fc . Beyond that stress, the response becomes highly nonlinear up to failure. The ultimate strength of concrete in tension is relatively low.en_US
dc.identifier.urihttp://localhost:8080/xmlui/handle/123456789/3560
dc.language.isoenen_US
dc.publisherAIKTCen_US
dc.subjectProject Report - CEen_US
dc.titleStrengthening of RCC beam using FRP laminatesen_US
dc.typeOtheren_US
Files
Original bundle
Now showing 1 - 1 of 1
No Thumbnail Available
Name:
14CE10.pdf
Size:
3.32 MB
Format:
Adobe Portable Document Format
Description:
Black Book
Download
License bundle
Now showing 1 - 1 of 1
No Thumbnail Available
Name:
license.txt
Size:
1.71 KB
Format:
Item-specific license agreed upon to submission
Description:
Download
Collections
Civil Engineering - Project Reports