INVESTIGATION OF CONCENTRICALLY LOADED REINFORCED CONCRETE COLUMNS CONFINED WITH GLASS FIBER-REINFORCED POLYMER JACKETS

By Y. Wang, J. Restrepo. 2001

175 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/e96130b3ff1c8b1f779471bf80a4a6c1d7a1f42e

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. Togay Ozbakkaloglu
2. Yufei Wu
3. J. Lim
4. Jin-Guang Teng
5. L. Lam
6. D. Oehlers
7. Sandeep S. Pendhari
8. T. Kant

In Civil and Structural Engineering

1. Togay Ozbakkaloglu
2. Yufei Wu
3. J. Lim
4. Jin-Guang Teng
5. L. Lam
6. Y. Desai
7. D. Oehlers
8. T. Kant

Citations in the corpus

• Application of polymer composites in civil construction : A general review (2008, methodology): “This model was further modified by Teng and Lam [166], Wang and Restrepo [170], Tan [171], Saadatmanesh et al. [177] to analyze behavior of RC columns wrapped with FRPC of various cross-sections like circular, elliptical, square and rectangular.”
• Fundamental Principles That Govern Retrofitting of Reinforced Concrete Columns by Steel and FRP Jacketing (2006, methodology): “Further research on retrofitting RC structures was undertaken in the same institute (Rodriguez and Park 1994; Hakuto et al. 1995; Liu and Park 2001; Wang and Restrepo 2001).”
• COMPRESSIVE BEHAVIOUR OF CARBON FIBRE COMPOSITE JACKETED CONCRETE WITH CIRCULAR AND NON-CIRCULAR CROSS-SECTIONS (2003, background): “Wang and Restrepo [2001] reported thaC'6 varied between 42 and 47 degrees.”
• FRP-confined concrete members: Axial compression experiments and plasticity modelling (2007, background): “[13] for ultimate strength surface of concrete subjected to compression under constant confinement with proper adjustments to overcome the initial hypothesis of constant lateral pressure exerted on concrete [3,14,8].”
• Design-Oriented Stress-Strain Model for FRP-Confined Concrete in Rectangular Columns (2003, methodology): “Four models exist for predicting the compressive strength of FRPconfined concrete in rectangular columns with rounded corners, which have been proposed by Restrepol and De Vino [17], Mirmiran et al. [11], ACI 440 [23] and Campione and Miraglia [22], respectively.”