BOND BEHAVIOR BETWEEN FIBER-REINFORCED POLYMER LAMINATES AND CONCRETE

By Kasumassa Nakaba, T. Kanakubo, T. Furuta, H. Yoshizawa. 2001

598 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/7579fccbc1b2d9ac0450fcceec8ddccc17551b95

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. Jin-Guang Teng
2. Jian fei Chen
3. Jian-Guo Dai
4. Yufei Wu
5. Wanyang Gao
6. Cheng Jiang
7. J. Yao
8. Hong Yuan

In Civil and Structural Engineering

1. Jin-Guang Teng
2. Jian fei Chen
3. Jian-Guo Dai
4. Yufei Wu
5. Wanyang Gao
6. Cheng Jiang
7. Xiao Ling Zhao
8. Hong Yuan

Citations in the corpus

• Unified Analytical Approaches for Determining Shear Bond Characteristics of FRP-Concrete Interfaces through Pullout Tests (2006, background): “…and Rostásy 1997, Sato et al. 1997, Maeda et al. 1997, Bizindavyi and Neale 1999, Brosens and Van Gemert 1999, Miller et al. 1999, Sato et al. 2000, Yoshizawa et al. 2000, Lorenzis et al. 2001, Nakaba et al. 2001, Kanakubo 2003, Santos 2003, Dai and Ueda 2003, Yao et al. 2004, Xiao et al. 2004).”
• Debonding failure along a softening FRP-to-concrete interface between two adjacent cracks in concrete members (2007, background): “branch provides a close representation of the bond–slip behaviour of FRP-to-concrete interfaces [10,24,27,31], the solution of the problem, as shown in Fig.”
• Bond-slip models for FRP sheets/plates bonded to concrete (2005, background): “[ 12,36]) have shown that the bond–slip curve should have an ascending branch an descending branch, similar to the curve from Nakaba et a model [12] or Savioa et al.”
• Bond-Slip Model for FRP Laminates Externally Bonded to Concrete at Elevated Temperature (2013, methodology): “…interfaces: (a) based directly on readings from closely-spaced strain gauges installed on the surface of the FRP laminate (e.g. Chajes et al. 1996; Nakaba et al. 2001; Bilotta et al. 2012); (b) based on detailed meso-scale finite element modeling of debonding failures in conjunction with test…”
• Interface bond between FRP sheets and concrete substrates: properties, numerical modeling and roles in member behaviour (2005, methodology): “Nevertheless, owning the different definitions given by different researchers and the dissimilar materials used in their tests, the effective bond lengths can vary significantly , such as 45 mm [22], 75 mm [23], 100 mm [24], 93 mm [25], 63.5~134.5 mm [26] and 275 mm [27].”
• Full-range behavior of FRP-to-concrete bonded joints (2004, background): “[48,49]) indicate that the bilinear model shown in Fig.”
• Quantification of Bond-Slip Relationship for Externally Bonded FRP-to-Concrete Joints (2013, background): “Bondslip relationships for FRP-concrete interfaces have been extensively investigated, and several bond-slip models have been proposed (Abdel Baky et al. 2012; Dai et al. 2005; Guo et al. 2005; Liu and Wu 2012; Lu et al. 2005; Monti et al. 2003; Nakaba et al. 2001; Neubauer and Rostasy 1999; Savioa ”
• Application of polymer composites in civil construction : A general review (2008, background): “[133] Nakaba K, Kanakubo T, Furuta T, Yoshizawa H.”
• Peel and Shear Fracture Characterization of Debonding in FRP Plated Concrete Affected by Moisture (2006, background): “…specimens Chajes et al. 1996; Taljsten 1997; Karbhari et al. 1997; Neubauer and Rostasy 1997; Bizindavyi and Neale 1999; Kimpara et al. 1999; Chen and Teng 2001; Nakaba et al. 2001; Wu et al. 2002; Gao et al. 2003 and various strength and debonding models have been suggested Smith and Teng 2001 .”
• Development of the Nonlinear Bond Stress-Slip Model of Fiber Reinforced Plastics Sheet-Concrete Interfaces with a Simple Method (2005, methodology): “Model based on Popovic’s expression by Nakaba et al. (2001).”
• Round Robin Test for composite-to-brick shear bond characterization (2012, methodology): “…methods have been developed for concrete elements, examples being the single-lap shear test (Chajes et al. 1996; Täljsten 1997), double-lap pull-pull shear test (Lee et al. 1999; Nakaba et al. 2001), double-lap push-pull shear test (Camli et al. 2007) and beam-type test (De Lorenzis et al. 2001).”