The Behaviour of Difference Locations Opening Shapes in Deep Beam
DOI:
https://doi.org/10.58916/jhas.v8i3.148الكلمات المفتاحية:
LWC، BWOH، BSHmS، BSHeS، BCeHS، BCmHsالملخص
Abstract: The aim of this study is to examine the deep beam opening behavior of lightweight reinforced concrete (LWC) beams with or without web openings, analyzed by ansys19 software. The analysis included five samples of different shapes, deep solid beam, deep beam containing two square holes with sides length of 80 mm and the horizontal spacing between the two holes is 220 mm, deep beam containing two holes Square with side lengths of 80 mm and the maximum distance between the two holes is 420 mm, a deep beam contains two round holes with a diameter of 80 mm and the distance between the two holes is 220 mm, a deep beam contains two round holes with a
Abstract: The aim of this study is to examine the deep beam opening behavior of lightweight reinforced concrete (LWC) beams with or without web openings, analyzed by ansys19 software. The analysis included five samples of different shapes, deep solid beam, deep beam containing two square holes with sides length of 80 mm and the horizontal spacing between the two holes is 220 mm, deep beam containing two holes Square with side lengths of 80 mm and the maximum distance between the two holes is 420 mm, a deep beam contains two round holes with a diameter of 80 mm and the distance between the two holes is 220 mm, a deep beam contains two round holes with a diameter of 80 mm and the distance between the two holes is 420 mm. Each sample was subjected to one point load. The effect of distances between the gaps on the behavior of the sample was analyzed and compared. The results indicated that the distances between the gaps affect the The behavior of the deep beam, where it was found that the deep beams with gaps spaced from the edges of the beams are the closest behavior to the deep beams without gaps, except that the results showed that the difference is not significant, but it is noteworthy and noteworthy and must be taken care of.
diameter of 80 mm and the distance between the two holes is 420 mm. Each sample was subjected to one point load. The effect of distances between the gaps on the behavior of the sample was analyzed and compared. The results indicated that the distances between the gaps affect the The behavior of the deep beam, where it was found that the deep beams with gaps spaced from the edges of the beams are the closest behavior to the deep beams without gaps, except that the results showed that the difference is not significant, but it is noteworthy and noteworthy and must be taken care of.
التنزيلات
المراجع
-Amr H. Zaher , Wael Montaser & Mohamed Ramadan. Experimental Study of Behavior of Reinforced Light-Weight Concrete Deep Beams with Web Openings , 2017.
-Nishitha Nair, Kavitha P.E ,M.Tech Student, Civil Department EFFECT OF OPENINGS IN DEEP BEAMS USING STRUT AND TIE MODEL METHOD , 2015.
-Hawraz Karim M. Amin, V.C. Agarwal, Omar Q. Aziz . Effect of Opening Size and Location on the Shear Strength Behavior of R.C Deep Beams without Web Reinforcement , 2013 .
-Khattab Saleem Abdul-Razzaq , Hayder I. Ali and Mais M. Abdul-Kareem . A New Strengthening Technique for Deep Beam Openings Using Steel Plates , 2017.
-R. Khaldoun and A. Khaled, “Minimum transvers reinforcement in 65 Mpa concrete beams, “ACI Structural Journal, vol. 101, pp.872-878, 2004.
-Campione, Giuseppe and Minafò, Giovanni. Behaviour of concrete deep beams with openings and low shear span-to-depth ratio. Italy : Università di Palermo, 2012.
-Haider M. Alsaeq .Effects of Opening Shape and Location on the Structural Strength of R.C. Deep Beams with Openings , 2013 .
-Bashir, A, et al., et al. Identification of Shear Cracks in Reinforced Beams Using Finite Element Method. s.l. : Pakistan Journal of Science, 2014.
-KANCHANADEVI, A and UMARANI, C. Non-Linear Finite Element Analysis for Assessment of Bridges. s.l. : International Journal of Earth Science and Engineering, 2015.
-YANG, SIOW SIN. EFFECT OF OPENING WITH VARIOUS SIZE AND LOCATION ON RC DEEP BEAM. s.l. : Faculty of Civil Engineering and Earth Resources UNIVERSITI MALAYSIA PAHANG, 2015.
- Er. Sheelu Mariam Punnoose , Er. Afia.S , Hameed EXPERIMENTAL STUDY OF STRENGTHENING OF RC DEEP BEAM WITH WEB OPENING , 2016 .
-Building Code Requirements for Structural Concrete (ACI 318-11).
-k, Kong f and r, Sharp g. Taylor & Francis book. [book auth.] Kong F K. Strength of reinforced concrete deep beams. New York .