Shear Strengthening of Concrete Girders Using Carbon Fiber-Reinforced Polymer Sheets and Anchors
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 · Innovative concrete reinforcement materials · Concrete Corrosion and Durability
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (6)
Show source-provided references
1. ACI Committee 440, “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, 2008, 76 pp.
2. Kim, Y.; Quinn, K.; Satrom, C. N.; Garcia, J.; Sun, W.; Ghannoum, W. M.; and Jirsa, J. O., “Shear Strengthening of Reinforced and Prestressed Concrete Beams Using Carbon Fiber Reinforced Polymer (CFRP) Sheets and Anchors,” Report 0-6306-1, Center for Transportation Research at The University of Texas at Austin, Austin, TX, 2012, pp. 226-229.
3. Triantafillou, T. C., “Shear Strengthening of Reinforced Concrete Beams Using Epoxy-Bonded FRP Composites,” ACI Structural Journal, V. 95, No. 2, Mar.-Apr. 1998, pp. 107-115.10.14359/531 ↗
4. Kim, I.; Jirsa, J. O.; and Bayrak, O., “Anchorage of Carbon Fiber-Reinforced Polymer on Side Faces of Reinforced Concrete Beams to Provide Continuity,” ACI Structural Journal, V. 110, No. 6, Nov.-Dec. 2013, pp. 1089-1098.10.14359/51686163 ↗
5. Kim, C.; Ghannoum, W. M.; and Jirsa, J. O., “Behavior of Reinforced Concrete Panels Strengthened with Carbon Fiber-Reinforced Polymers,” ACI Structural Journal, V. 113, No. 6, Sept.-Oct. 2016, pp. 1077-1084.10.14359/51689031 ↗
6. AASHTO, “LRFD Bridge Design Specifications,” American Association of Highway Transportation Officials, Washintgon, DC, 2010, pp. 5-1 to 5-265.