Performance of reinforced concrete non-prismatic beams having multiple openings configurations

Author:

Meyoof Tareq R.1,Izzet Amer F.1,Kharnoob Majid M.1

Affiliation:

1. Civil Engineering Department, University of Baghdad , Baghdad , Iraq

Abstract

Abstract This experimental study demonstrates the gable-reinforced concrete beams’ behavior with several number of openings (six and eight) and posts’ inclination, aimed to find the strength reduction in this type of beam. The major results found are: for the openings extending over similar beam length it is better to increase the number of posts (openings), i.e., increasing opening number led to decrease in opening area, which allows us to transmit stresses and act as lever arms between the upper and the lower chords. Also, findings revealed that the inclined posts have larger loading at the mid-point relative to vertical ones. For gables with vertical posts having six and eight openings, the ultimate strength reduction was 31.5 and 25.6%, whereas it was 29 and 17.3% for those with inclined posts, respectively.

Publisher

Walter de Gruyter GmbH

Subject

Mechanics of Materials,Materials Science (miscellaneous)

Reference14 articles.

1. Somes NF, Corley WG. Circular openings in webs of continuous beams. Spec Publ. 1974;42:359–98.

2. Mansur MA, Tan KH. Concrete beams with openings: analysis and design. Boca Raton, Florida, USA: CRC Press LLC; 1999. p. 20.

3. Abdul Jabbar Hassan M, Izzet AF. Finite element modeling of RC gable roof beams with openings of different sizes and configurations. Mech Adv Mater Struct. 2021;28(15):1604–20.

4. Ehmann S, Schnellenbach-Held M. Behaviour and design of reinforced concrete beams with large openings. In: de Borst, Mazars J, Pijaudier-Cabot G, van Mier JGM, editors. Fracture mechanics of concrete structures. Lisse: Swets & Zeitlinger; 2001. p. 903–9. ISBN 90 2651 8252001.

5. Al-Shaarbaf AS, Al-Bayati NAMJ, Al-Kaisy DI. Nonlinear finite element analysis of reinforced concrete beams with large opening under flexure. Eng Technol. 2007;25(2):210–28.

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