Journal of Engineering and Applied Sciences

Year: 2019
Volume: 14
Issue: 2 SI
Page No. 5506 - 5513

Structural Behavior of Highly Strength Reinforced Concrete Beams with Elliptical Arched Bottom

Authors : Maryam Hameed Naser Al-Mamoori and Nameer A. Alwash

References

Al-Thabhawee, D.W., 2012. Nonlinear analysis for behavior of R.C. arch beams with opening. MSc Thesis, University of Babylon, Hillah, Iraq.

Annadurai, A. and A. Ravichandran, 2014. Development of mix design for high strength concrete with admixtures. IOSR. J. Mech. Civil Eng., 10: 22-27.

Archundia-Aranda, H.I., A. Tena-Colunga and A. Grande-Vega, 2013. Behavior of reinforced concrete haunched beams subjected to cyclic shear loading. Eng. Struct., 49: 27-42.
CrossRef  |  Direct Link  |  

Hameed, D.H., 2010. Mix design for high strength concrete with silica fume. MSc Thesis, University of Babylon, Hillah, Iraq.

Hamza, B.H., 2013. Behavior of RC curved beams with openings and strengthened by CFRP laminates. Ph.D Thesis, University of Basrah, ‎Basrah, Iraq.

Jain, O.P., 1960. Ultimate strength of reinforced concrete arches. ACI. J., 77: 697-714.

Miller, A.B., K.M. Clark and M.C. Grimes, 2000. A survey of masonry and concrete arch bridges in Virginia (No. VTRC 00-R11). Master Thesis, Virginia Transportation Research Council, Virginia.

Nabbat, R.A., 2015. Flexural and shear behavior of non-prismatic reinforced high strength concrete beams with openings and strengthened with CFPR products. MSc Thesis, University of Babylon, Iraq.

Orr, J.J., T.J. Ibell, A.P. Darby and M. Evernden, 2014. Shear behaviour of non-prismatic steel reinforced concrete beams. Eng. Struct., 71: 48-59.
CrossRef  |  Direct Link  |  

Rojas, A.L., 2013. Mechanical elements of rectangular nonprismatic members for symmetrical parabolic haunches subjected to a uniformly distributed load. J. Archit. Eng. Technol., 2: 1-8.
CrossRef  |  Direct Link  |  

Design and power by Medwell Web Development Team. © Medwell Publishing 2024 All Rights Reserved