Stress-strain model and design guidelines for CFRP-confined circular reinforced concrete columns-Reference-Cited by-同舟云学术

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Stress-strain model and design guidelines for CFRP-confined circular reinforced concrete columns

Published:2016-11-14 Issue:8 Volume:39 Page:2722-2733
ISSN:0272-8397
Container-title:Polymer Composites
language:en
Short-container-title:Polym. Compos.

Author:

Al-Rousan Rajai Z.¹²,Issa Mohsen A.³

Affiliation:

1. Department of Civil Engineering; Jordan University of Science and Technology; Irbid Jordan

2. Department of Civil and Infrastructure Engineering; American University of Ras Al Khaimah; Ras Al Khaimah UAE

3. Department of Civil and Materials Engineering; University of Illinois at Chicago; Chicago Illinois

Publisher

Wiley

Subject

Materials Chemistry,Polymers and Plastics,General Chemistry,Ceramics and Composites

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/pc.24262/fullpdf

Reference35 articles.

1. Comparative Study of Models on Confinement of Concrete Cylinders with Fiber-Reinforced Polymer Composites

2. Axial and lateral stress–strain model for FRP confined concrete

3. Stress–strain model for circular concrete columns confined by FRP and conventional lateral steel

4. Effect of confinement level, aspect ratio and concrete strength on the cyclic stress–strain behavior of FRP-confined concrete prisms

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1. Retrofitting of reinforced concrete columns under eccentric loads using enhanced ferrocement;Asian Journal of Civil Engineering;2024-08-12

2. Assessment of external and internal geogrid confinement of reinforced concrete columns;Case Studies in Construction Materials;2024-07

3. Mechanical properties of concrete filled steel tube members constrained by carbon fiber reinforced materials under bidirectional coupled loading;Heliyon;2024-07

4. The impacts of CFRP widths and thicknesses on the strengthening of PCCP;Structures;2023-10

5. Soft computing approach on estimating the lateral confinement coefficient of CFRP veiled circular columns;Alexandria Engineering Journal;2023-10

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