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This paper presents results of an experimental investigation on the behaviour of bond between external glass fibre reinforced polymer reinforcement and concrete exposed to three different environmental conditions, namely, temperature cycles, wet–dry cycles and outdoor environment separately for extended durations. Single shear tests (pull-out test) were conducted to investigate bond strengths (pull-out strengths) of control (unexposed) and exposed specimens. Effect of the exposure conditions on the compressive strength of concrete were also investigated separately to understand the effect of changing concrete compressive strength on the pull-out strength. Based on the comparison of experimental results of exposed specimens to control specimens in terms of bond strengths, failure modes and strain profiles, the most significant degradation of pull-out strength was observed in specimens exposed to outdoor environment, whereas temperature cycles did not cause any deterioration of strength.

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기사명 저자명 페이지 원문 목차
Pull-out Strengths of GFRP-Concrete Bond Exposed to Applied Environmental Conditions Muhammad Ikramul Kabir, Bijan Samali, Rijun Shrestha pp.69-84

Repair of Pre-cracked Reinforced Concrete (RC) Beams with Openings Strengthened Using FRP Sheets Under Sustained Load Bashir H. Osman, Erjun Wu, Bohai Ji, Suhaib S. Abdulhameed pp.171-183

Balanced Ratio of Concrete Beams Internally Prestressed with Unbonded CFRP Tendons C. Lee, S. Shin, H. Lee pp.1-16

Effect of Elevated Temperature on Mechanical Properties of Limestone, Quartzite and Granite Concrete Muhammad Tufail, Khan Shahzada, Bora Gencturk, Jianqiang Wei pp.17-28

Partial Confinement Utilization for Rectangular Concrete Columns Subjected to Biaxial Bending and Axial Compression Ahmed M. Abd El Fattah, Hayder A. Rasheed, Ahmed H. Al-Rahmani pp.135-149

Experimental Investigation on the Blast Resistance of Fiber-Reinforced Cementitious Composite Panels Subjected to Contact Explosions Jeongsoo Nam, Hongseop Kim, Gyuyong Kim pp.29-43

Preliminary Structural Design of Wall-Frame Systems for Optimum Torsional Response George K. Georgoussis pp.45-58

Pore Structure of Calcium Sulfoaluminate Paste and Durability of Concrete in Freeze-Thaw Environment Kyle de Bruyn, Eric Bescher, Chris Ramseyer, Seongwon Hong, Thomas H.-K. Kang pp.59-68

Alternatives to Enhance Flat Slab Ductility Mohamed Husain, Ahmed S. Eisa, Ramy Roshdy pp.161-169

Effects of Different Lightweight Functional Fillers for Use in Cementitious Composites Asad Hanif, Zeyu Lu, Yu Cheng, Su Diao, Zongjin Li pp.99-113

Field-Observed Cracking of Paired Lightweight and Normalweight Concrete Bridge Decks Tara L. Cavalline, Jeremy T. Calamusa, Amy M. Kitts, Brett Q. Tempest pp.85-97

FRP Confinement of Heat-Damaged Circular RC Columns Hanan Suliman Al-Nimry, Aseel Mohammad Ghanem pp.115-133

The Erosion of Reinforced Concrete Walls by the Flow of Rainwater Kawthar Hadja, Fattoum Kharchi pp.151-159

참고문헌 (34건) : 자료제공( 네이버학술정보 )

참고문헌 목록에 대한 테이블로 번호, 참고문헌, 국회도서관 소장유무로 구성되어 있습니다.
번호 참고문헌 국회도서관 소장유무
1 Al-Tamimi, A. K., Hawileh, R. A., Abdalla, J. A., Rasheed, H. A., & Al-Mahaidi, R. (2014). Durability of the bond between CFRP plates and concrete exposed to harsh environments. Journal of Materials in Civil Engineering, 27, 04014252. 미소장
2 AS 1012.17. (1997). Method of testing concrete—Determination of the static chord modulus of elasticity and Poisson’s ratio of concrete specimens. Sydney, Australia: Standards Australia. 미소장
3 AS 1012.9. (1999). Method of testing concrete—Determination of the compressive strength of concrete specimens. Sydney, Australia: Standards Australia. 미소장
4 ASTM D3039/D3039M. (2008). Standard test method for tensile properties of polymer matrix composite materials. Pennsylvania: American Society for Testing and Materials (ASTM). 미소장
5 Accelerated ageing behaviour of the adhesive bond between concrete specimens and CFRP overlays 네이버 미소장
6 Transfer Lengths and Bond Strengths for Composites Bonded to Concrete 네이버 미소장
7 Durability of concrete beams externally reinforced with composite fabrics 네이버 미소장
8 Anchorage Strength Models for FRP and Steel Plates Bonded to Concrete 네이버 미소장
9 Development of the Nonlinear Bond Stress-Slip Model of Fiber Reinforced Plastics Sheet-Concrete Interfaces with a Simple Method 네이버 미소장
10 Experimental Investigation of the Influence of Moisture on the Bond Behavior of FRP to Concrete Interfaces 네이버 미소장
11 Dejke, V., & Tepfers, R. (2001). Durability and service life prediction of GFRP for concrete reinforcement. In Proceedings of 5th international conference on fiber-reinforced plastics for reinforced concrete structures (FRPRCS-5) (pp. 505–516). 미소장
12 Grace, N. F. (2004). Concrete repair with CFRP. Concrete International, 26, 45–52. 미소장
13 Homam, S., Sheikh, S., & Mukherjee, P. (2001). Durability of fibre reinforced polymers (FRP) wraps and external FRP–concrete bond. In Proceedings of the 3rd international conference on concrete under severe conditions, Vancouver, BC, Canada, 18–20 June 2001, (pp. 1866–1873). 미소장
14 Imani, F. S., Chen, A., Davalos, J. F., & Ray, I. (2010). Temperature and water-immersion effect on mode II fracture behavior of CFRP-concrete interface. In CICE 2010—The 5th international conference on FRP composites in civil engineering, Beijing, China (pp. 557–561). 미소장
15 Kabir, M. I. (2014). Short and long term performance of concrete structures repaired/strengthened with FRP. PhD thesis, Civil Engineering, University of Technology, Sydney, Australia. 미소장
16 Fracture Properties of CFRP-Concrete Bond Subjected to Three Environmental Conditions 네이버 미소장
17 Effects of applied environmental conditions on the pull-out strengths of CFRP-concrete bond 네이버 미소장
18 (A) state-of-the-art review on debonding failures of FRP laminates externally adhered to concrete 소장
19 Stiffness Degradation of FRP Strengthened RC Beams Subjected to Hygrothermal and Aging Attacks 네이버 미소장
20 Litherland, K. L., Oakley, D. R., & Proctor, B. A. (1981). The use of accelerated ageing procedures to predict the long term strength of GRC composites. Cement and Concrete Research, 11, 455–466. 미소장
21 Lu, X. Z., Teng, J. G., Ye, L. P., & Jiang, J. J. (2005). Bond-slip models for FRP sheets/plates bonded to concrete. Engineering Structures, 27, 920–937. 미소장
22 Mazzotti, C., Savoia, M., & Ferracuti, B. (2008). An experimental study on delamination of FRP plates bonded to concrete. Construction and Building Materials, 22, 1409–1421. 미소장
23 Mazzotti, C., Savoia, M., & Ferracuti, B. (2009). A new singleshear set-up for stable debonding of FRP–concrete joints. Construction and Building Materials, 23, 1529–1537. 미소장
24 Myers, J., Murthy, S., & Micelli, F. (2001). Effect of combined environmental cycles on the bond of FRP sheets to concrete. In Proceedings of the international conference on composites in construction (CCC-2001) Porto, Portugal, October 10–12, (pp. 55–59). 미소장
25 Durability of the adhesive bond between continuous fibre sheet reinforcements and concrete in an outdoor environment 네이버 미소장
26 Effective bond length of FRP sheets externally bonded to concrete 소장
27 Temperature dependence of hydrothermal ageing of CSM-laminate during water immersion 네이버 미소장
28 Robert, M., Wang, P., Cousin, P., & Benmokrane, B. (2010). Temperature as an accelerating factor for long-term durability testing of FRPs: Should there be any limitations? Journal of Composites for Construction, 14, 361. 미소장
29 Shrestha, J., Ueda, T., & Zhang, D. (2014). Durability of FRP concrete bonds and its constituent properties under the influence of moisture conditions. Journal of Materials in Civil Engineering, 27, A4014009. 미소장
30 Teng, J. G., Chen, J. F., Smith, S. T., & Lam, L. (2002). FRP:Strengthened RC structures. Hoboken, NJ: Wiley. 미소장
31 Durability characteristics of concrete beams externally bonded with FRP composite sheets 네이버 미소장
32 Deterioration of FRP/concrete bond system under variable moisture conditions quantified by fracture mechanics 네이버 미소장
33 Full-range behavior of FRP-to-concrete bonded joints 네이버 미소장
34 Durability of CFRP–concrete joints under freeze–thaw cycling 네이버 미소장

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