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 ENG  Vol.8 No.4 , April 2016
Experimental Investigation of “Scale Influence on Plastic Rotational Capacity of Reinforced Concrete Beams”
Abstract: The importance of the geometrical effect in practical design has been evaluated, showing that an overestimation of the actual member rotation is very likely if the available rotation capacity is based on the evaluation of the behavior of the reference members within a limited size range. The increase of ductility with decreasing member size has been interpreted in fracture mechanics of reinforced concrete. In fracture mechanics it’s seen that beams with higher dimensions are brittle, while those with small dimensions are ductile, so it’s important here to clarify if the same material and design concepts can be applied for reinforced concrete beams with different scales. Three point bending test was executed on 20 reinforced concrete beams varying scale and slenderness ratio (where steel ratio being kept constant). The experimental results obtained varying beam slenderness and beam depth will be used to analyze the structural response for a practical construction, taking in consideration the size effect, these beams are normally designed in such a way that the distribution of their internal forces over the transversal section has been calculated as per elastic beam theory, while the beam dimension will be designed as per the ultimate limit state to obtain a ductile response of the reinforced concrete beams which is necessary to guarantee the structural safety [1].
Cite this paper: Khatieb, M. (2016) Experimental Investigation of “Scale Influence on Plastic Rotational Capacity of Reinforced Concrete Beams”. Engineering, 8, 196-203. doi: 10.4236/eng.2016.84017.
References

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[2]   American Concrete Institute (2011) Building Code Requirements for Structural Concrete and Commentary (ACI 318M-11). American Concrete Institute, Detroit.

[3]   Corrado, M., Paggi, M. and Carpinteri, A. (2010) Limits to Plastic Analysis due to Size-Scale Effects on the Rotational Capacity of Reinforced Concrete Cross Sections. Structural Engineering International, 20, 240-245.
http://dx.doi.org/10.2749/101686610792016682

[4]   Kheyroddin, A. and Naderpour, H. (2007) Plastic Hinge Rotation Capacity of Reinforced Concrete Beams. International Journal of Civil Engineering, 5, 30-47

[5]   Gamino, A.L., Sousa, J.L.A.O and Bittencourt, T.N. (2008) Structural Dependence of Plastic Rotation Capacity in RC Beams. Proceedings of the 8th World Congress on Computational Mechanics (WCCM8), 5th European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2008), Venice, 30 June-5 July 2008.

[6]   Carpinteri, A., El-Khatieb, M. and Cadamuro, E. (2013) Failure Mode Transitions in RC Beams: A Cohesive/Over- lapping Crack Model Application.. Meccanica, 48, 2349-2366.

 
 
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