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Volumn 12, Issue 2, 2008, Pages 149-159

Efficient strengthening technique to increase the flexural resistance of existing RC slabs

Author keywords

Composite materials; Composite structures; Concrete slabs; Concrete, reinforced; Experimentation; Fiber reinforced materials; Fiber reinforced polymers; Flexural strength; Laminates

Indexed keywords

BENDING STRENGTH; COMPOSITE STRUCTURES; FIBER REINFORCED PLASTICS; LAMINATES; REINFORCED CONCRETE;

EID: 40849085538     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2008)12:2(149)     Document Type: Article
Times cited : (49)

References (43)
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    • Jung, W.-T., Park, Y.-H., Park, J.-S. Kang, J.-Y., and You, Y.-J. (2005). " Experimental investigation on flexural behavior of RC beams strengthened by NSM CFRP reinforcements.." Proc., 7th Int. Symp., Fiber-Reinforced (FRP) Polymer Reinforcement for Concrete Structures-FRPRCS-7, C. K. Shield, J. P. Busel, S. L. Walkup, and, D. D. Gremel, eds., SP-230, American Concrete Institute, Farmington Hills, Mich., 795-806.
    • (2005) Experimental Investigation on Flexural Behavior of RC Beams Strengthened by NSM CFRP Reinforcements , pp. 795-806
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.