Structural Testing and Dissection of Carbon Fiber- Reinforced Polymer-Repaired Bridge Girders Taken Out of Service
Source abstract
Abstract
First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Concrete Corrosion and Durability · Smart Materials for Construction
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (26)
Show source-provided references
1. AASHTO, 2015, “AASHTO LRFD Bridge Design Specifications,” American Association of State Highway and Transportation Officials, Washington, DC.
2. AASHTO T 24, 2013, “Standard Method of Test for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete,” American Association of State Highway and Transportation Officials, Washington, DC, 13 pp.
3. AASHTO T 260, 1997, “Standard Method of Test for Sampling and Testing for Chloride Ion in Concrete and Concrete Raw Materials,” American Association of State Highway and Transportation Officials, Washington, DC, 15 pp.
4. ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary,” American Concrete Institute, Farmington Hills, MI, 519 pp.
5. ACI Committee 440, 2008, “Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-08),” American Concrete Institute, Farmington Hills, MI, 76 pp.
6. Akinci, N. O.; Liu, J.; and Bowman, M. D., 2008, “Parapet Strength and Contribution to Live-Load Response for Superload Passages,” Journal of Bridge Engineering, ASCE, V. 13, No. 1, pp. 55-63. doi: 10.1061/(ASCE)1084-0702(2008)13:1(55)10.1061/(ASCE)1084-0702(2008)13:1(55) ↗
7. ASTM D3039/D3039M-08, 2008, “Standard Test Method for Tensile Properties of Polymer Matrix Composite Materials,” ASTM International, West Conshohocken, PA, 13 pp.
8. ASTM A370-13, 2013, “Standard Test Methods and Definitions for Mechanical Testing of Steel Products,” ASTM International, West Conshohocken, PA, 48 pp.
9. ASTM C39/C39M-15, 2015, “Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens,” ASTM International, West Conshohocken, PA, 7 pp.
10. ASTM C42/C42M-13, 2013, “Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete,” ASTM International, West Conshohocken, PA, 7 pp.
11. ASTM A615/A615M-15, 2015, “Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement,” ASTM International, West Conshohocken, PA, 2015, 8 pp.
12. ASTM D7565/D7565M-10, 2010, “Standard Test Method for Determining Tensile Properties of Fiber Reinforced Polymer Matrix Composites Used for Strengthening of Civil Structures,” ASTM International, West Conshohocken, PA, 5 pp.
13. Belarbi, A., and Hsu, T. C., 1994, “Constitutive Laws of Concrete in Tension and Reinforcing Bars Stiffened by Concrete,” ACI Structural Journal, V. 91, No. 4, July-Aug., pp. 465-474.10.14359/4154 ↗
14. Binns, R., and Mygind, H., 1949, “The Use of Electrical Resistance Strain Gauges and the Effect of Aggregate Size on Gauge Length in Connexion with the Testing of Concrete,” Magazine of Concrete Research, V. 1, No. 1, pp. 35-39.10.1680/macr.1959.1.1.35 ↗
15. Collins, M. P., and Mitchell, D., 1991, Prestressed Concrete Structures, Prentice-Hall, Englewood Cliffs, NJ, 766 pp.
16. Conner, S., and Huo, X. S., 2006, “Influence of Parapets and Aspect Ratio on Live-Load Distribution,” Journal of Bridge Engineering, ASCE, V. 11, No. 2, pp. 188-196. doi: 10.1061/(ASCE)1084-0702(2006)11:2(188)10.1061/(ASCE)1084-0702(2006)11:2(188) ↗
17. Consolazio, G. R.; Fung, J.; and Ansley, M., 2004, “M-f-P Diagrams for Concrete Sections Under Biaxial Flexure and Axial Compression,” ACI Structural Journal, V. 101, No. 1, Jan.-Feb., pp. 114-123.10.14359/13004 ↗
18. Cromwell, J. R.; Harries, K. A.; and Shahrooz, B. M., 2011, “Environmental Durability of Externally Bonded FRP Materials Intended for Repair of Concrete Structures,” Construction & Building Materials, V. 25, No. 5, pp. 2528-2539. doi: 10.1016/j.conbuildmat.2010.11.09610.1016/j.conbuildmat.2010.11.096 ↗
19. Eamon, C. D., and Nowak, A. S., 2002, “Effects of Edge-Stiffening Elements and Diaphragms on Bridge Resistance and Load Distribution,” Journal of Bridge Engineering, ASCE, V. 7, No. 5, pp. 258-266. doi: 10.1061/(ASCE)1084-0702(2002)7:5(258)10.1061/(ASCE)1084-0702(2002)7:5(258) ↗
20. Hamilton, H. R., and Potter, W., 2010, “In Situ Load Test of Concrete Bridge Girders Repaired With CFRP Bonded Reinforcement,” 13th International Conference—Structural Faults and Repair 2010, E.C.S. Publications, Edinburgh, UK.
21. Masters, J. E., and Ifju, P. G., 1997, “Strain Gage Selection Criteria for Textile Composite Materials,” Journal of Composites, Technology and Research, V. 19, No. 3, pp. 152-167. doi: 10.1520/CTR10026J10.1520/CTR10026J ↗
22. NCHRP Report 655, 2010, “Recommended Guide Specification for the Design of Externally Bonded FRP Systems for Repair and Strengthening of Concrete Bridge Elements,” National Cooperative Highway Research Program, Transportation Research Board, Washington, DC.
23. Pessiki, S.; Harries, K. A.; Kestner, J. T.; Sause, R.; and Ricles, J. M., 2001, “Axial Behavior of Reinforced Concrete Columns Confined with FRP Jackets,” Journal of Composites for Construction, ASCE, V. 5, No. 4, pp. 237-245. doi: 10.1061/(ASCE)1090-0268(2001)5:4(237)10.1061/(ASCE)1090-0268(2001)5:4(237) ↗
24. RILEM CPC-18, 1994, “Measurement of Hardened Concrete Carbonation Depth,” RILEM Recommendations for the Testing and Use of Constructions Materials, RILEM, Paris, France, pp. 56-58.10.1201/9781482271362 ↗
25. Tatar, J., and Hamilton, H. R., 2016, “Bond Durability Factor for Externally Bonded CFRP Systems in Concrete Structures,” Journal of Composites for Construction, ASCE, V. 20, No. 1, p. 04015027 doi: 10.1061/(ASCE)CC.1943-5614.000058710.1061/(ASCE)CC.1943-5614.0000587 ↗
26. Yang, X.; Nanni, A.; Haug, S.; and Sun, C. L., 2002, “Strength and Modulus Degradation of Carbon Fiber-Reinforced Polymer Laminates from Fiber Misalignment,” Journal of Materials in Civil Engineering, ASCE, V. 14, No. 4, pp. 320-326. doi: 10.1061/(ASCE)0899-1561(2002)14:4(320)10.1061/(ASCE)0899-1561(2002)14:4(320) ↗