Interrelation of Splitting and Flexural Cracks in RC Beams

Author:

Giuriani Ezio,Plizzari Giovanni A.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference24 articles.

1. Balaguru P. Gambarova P. G. Rosati G. P. and Schumm C. E. (1995). “Bond of reinforcing bars and prestressing tendons in HPFRC matrices.” Proc. 2nd Int. Workshop: High-Performance Fiber Reinforced Composites A. E. Naaman and H. W. Reinhardt eds. Vol. 2 Univ. of Michigan Dept. of Civ. and Envir. Engrg. Ann Arbor Mich. 325–363.

2. Spacing of Cracks in Reinforced Concrete

3. Beeby A. W. (1971). “Prediction and control of flexural cracking in reinforced concrete members.” Cracking Deflection and Ultimate Load of Concrete Slab Systems Spec. Publ. 30 Am. Concrete Inst. Detroit Mich. 55–75.

4. Eligehausen R. Bertero V. V. and Popov E. P. (1983). “Local bond stress-slip relationships of deformed bars under generalized excitations: Tests and analytical model.” Tech. Rep. No. UCB / EERC-83 Earthquake Engrg. Res. Ctr. Univ. of California Berkeley Calif.

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