Effects of Bar Reinforcement Arrangement on Deformations and Cracking of Concrete Elements

Author:

Rimkus Arvydas

Publisher

Vilnius Gediminas Technical University

Reference137 articles.

1. ACI Committee 408. 2003. Bond and Development of Straight Reinforcing Bars in Tension (ACI 408R-03). Detroit, MI: American Concrete Institute, 49 p.

2. ACI Committee 440. 1996. State of the Art Report on FRP for Concrete Structures. Detroit, MI: American Concrete Institute, 57 p.

3. Alexander, K. M., Gilbert, D. J. & Wardlaw, J. 1968. Aggregate-cement bond, cement paste strength and the strength of concrete. The Structure of Concrete, London: The Cement and Concrete Association, 59-81.

4. Ashtiani, M. S., Dhakal, R. P., Scott, A. N. & Bull, D. K. 2013. Cyclic beam bending test for assessment of bond-slip behaviour. Engineering Structures, 56, 1684-1697.

5. Aslani, F., Nejadi, S. & Samali, B. 2015. Instantaneous and time-dependent flexural cracking models of reinforced self-compacting concrete slabs with and without fibres. Computers and Concrete, 16(2), 223-243.

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