Fiber reinforced composites as self-diagnosis materials for concrete structures

Proceedings of SPIE - The International Society for Optical Engineering

Volumn 5057, Issue , 2003, Pages 376-383

  Kumagai, H ^a   Shiba, K ^a   Suzuki, M ^b   Sugita, M ^b   Matsubara, H ^c  

^a SHIMIZU CORPORATION   (Japan)

^b Fukoku Seimei Bldg   (Japan)

^c JAPAN FINE CERAMICS CENTER   (Japan)

Author keywords

Bond; Composite; Crack width; FRP; Self diagnosis

Indexed keywords

BOND (MASONRY); CONCRETE CONSTRUCTION; CONDUCTIVE MATERIALS; CRACKS; ELECTRIC RESISTANCE; STRAIN; TENSILE STRENGTH;

SELF-DIAGNOSIS;

FIBER REINFORCED MATERIALS;

EID: 0242551319     PISSN: 0277786X     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1117/12.482751     Document Type: Conference Paper

References (3)

1. Architectural Institute of Japan, Design and Construction Guideline of Continuous Fiber Reinforced Concrete Structure" (in Japanese), Architectural Institute of Japan, Tokyo, 2001.
2. N. Muto, H. Yanagida, T. Nakatsuji, M. Sugita and Y. Ohtsuka, "preventing fatal fractures in carbon-fiber-glass-fiber reinforced plastic composites by monitoring change in electrical resistance", J. Am. Ceram. Soc., 76[4], 875-879, 1993.
3. Y. Okuhara, S.-G. Shin, H. Matsubara, H. Yanagida, and N. Takeda, "Development of Conductive FRP Containing Carbon Phase for Self-Diagnosis Structures", Proc. of SPIE, 4238, pp.314-322, 2001.