Partial use of pseudo-ductile cementitious composites in concrete components to resist concentrated stress

Key Engineering Materials

Volumn 312, Issue , 2006, Pages 319-324

  Leung, Christopher K Y ^a   Cheung, Angus K F ^a   Zhang, Xiufang ^a  

^a HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

Author keywords

Cementitious composites; Concentrated stress; Fiber reinforcement; Toughening

Indexed keywords

COMPOSITE MATERIALS; CRACK PROPAGATION; FIBER REINFORCED MATERIALS; STEEL; STRESS CONCENTRATION; TOUGHENING;

ANCHORAGE ZONE; CEMENTITIOUS COMPOSITES; CONCENTRATED STRESS; SPLITTING FAILURE;

CONCRETES;

EID: 33645738440     PISSN: 10139826     EISSN: 16629795     Source Type: Book Series    
DOI: 10.4028/0-87849-994-6.319     Document Type: Article

References (5)

1. V.C. Li: J. Advanced Concrete Technology Vol. 1 (2003), p. 215.
2. G.J. Parra-Montesinos: Seismic Behavior, Strength and Retrofit of Exterior RC Column-to-Steel Beam Connections, PhD Thesis (University of Michigan, Ann Arbor, 2000).
3. J. Zhang, V.C. Li, A. Nowak and S. Wang: ASCE J. of Materials in Civil Engineering Vol.14 (2002), p. 253.
4. J.K. Yoon, S.L. Billington and J.M. Rouse: Proceedings for the 7th NCEE, Boston, July, 2002.
5. R. Eligehausen: Anchorage to Concrete, in Fracture Mechanics of Concrete Structures, RILEM report edited by L. Elfgren (1989), p. 263.