Analysis of FRP-to-concrete joint assemblies with FRP spike anchors using the applied element method

APFIS 2009 - Asia-Pacific Conference on FRP in Structures

Volumn , Issue , 2009, Pages 223-228

  Mohamed, I ^a   Seracino, R ^a   Smith, S T ^b  

^a North Carolina State University   (United States)

^b UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Applied Element Method; FRP anchor; Numerical analysis; Pull test

Indexed keywords

ANCHORS; FIBER REINFORCED PLASTICS; NUMERICAL ANALYSIS; NUMERICAL METHODS;

BOND-SLIP MODELS; ELEMENT METHOD; FIBER REINFORCED POLYMERS; FRP ANCHORS; JOINT ASSEMBLY; NUMERICAL APPROACHES; SPIKE ANCHORS; THREE-DIMENSIONAL MODEL;

REINFORCED CONCRETE;

EID: 85077128177     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (7)

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2. Chen, J.F. and Teng, J.G. (2001). “Anchorage strength models for FRP and steel plates bonded to concrete”, Journal of Structural Engineering, ASCE, 127(7), 784-791.
3. Meguro, K. and Tagel-Din. H. S. (2000). “Applied Element Method for Structural Analysis: Theory and Application for Linear Materials”, Structural Eng./Earthquake Eng., International Journal of the Japan Society of Civil Engineers, 17(1) 21-35
4. Meguro, K. and Tagel-Din, H. S. (2002). “Applied Element Method Used for Large Displacement Structural Analysis”, Journal of Natural Disaster Science, 24 (1), pp. 25-34.
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7. th International Conference on Advanced Composite Materials in Bridges and Structures, Winnipeg, Manitoba, Canada, 22 – 24 September.