Mechanical Behaviors of Steel Reinforced ECC or ECC/Concrete Composite Beams under Reversed Cyclic Loading

Author:

Yuan Fang1,Pan Jinlong2,Dong Luoting3,Leung C. K. Y.4

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Southeast Univ., Nanjing 210096, China.

2. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 210096, China (corresponding author).

3. Master of Philosophy Candidate, Dept. of Civil Engineering, Southeast Univ., Nanjing 210096, China.

4. Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Berg G. V. Stratta J. L. Hanson R. D. and Degenkolb H. J. (1975). “Earthquakes.” American Iron and Steel Institute Washington DC 160–161.

2. Cyclic Response of Unbonded Posttensioned Precast Columns with Ductile Fiber-Reinforced Concrete

3. Experimental study on the seismic behavior of high-performance fiber reinforced cement composite coupling beams;Canbolat B. A.;ACI Struct. J.,2005

4. Flexural behaviors of steel reinforced ECC/concrete composite beams;Dong L. T.;J. Southeast Univ.,2012

5. Influence of matrix ductility on tension-stiffening behavior of steel reinforced engineered cementitious composites;Fischer G.;ACI Struct. J.,2002

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