Razavi Setvati, M. and Mustaffa, Z. and Kim, D. (2018) Fracture analysis of single-edge cracked tubular steel beam rehabilitated by CFRP sheets. In: UNSPECIFIED.
Full text not available from this repository.Abstract
The application of fiber reinforced polymer (FRP) composites for repair of structural elements has become essential in recent years. However, most of the research focused on using pultruded FRP plates, which are limited in repairing structures with flat surfaces. In this research, a three-dimensional finite-element approach was proposed to calculate the stress intensity factor of single-edge cracked tubular steel beam before and after repair with unidirectional carbon fiber reinforced polymer (CFRP) sheets. Results indicated the efficiency of CFRP patch sheets in terms of reducing stress intensity of the single-edge cracked tubular steel beam. © INTER-NOISE 2019 MADRID - 48th International Congress and Exhibition on Noise Control Engineering. All rights reserved.
| Item Type: | Conference or Workshop Item (UNSPECIFIED) |
|---|---|
| Additional Information: | cited By 0; Conference of 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2018 ; Conference Date: 17 July 2018 Through 19 July 2018; Conference Code:155801 |
| Uncontrolled Keywords: | Bridge decks; Carbon fiber reinforced plastics; Cracks; Polymers; Reinforcement; Repair; Steel beams and girders; Stress intensity factors; Tubular steel structures, Carbon fiber reinforced polymer sheets; CFRP sheet; Composite patch repairs; Fiber reinforced polymer composites; Fracture analysis; Structural elements; Three-dimensional finite element approach; Tubular steels, Steel fibers |
| Depositing User: | Mr Ahmad Suhairi UTP |
| Date Deposited: | 09 Nov 2023 16:37 |
| Last Modified: | 09 Nov 2023 16:37 |
| URI: | https://khub.utp.edu.my/scholars/id/eprint/10661 |
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