Comparison of opening deep beam shapes under concentrated load

المؤلفون

  • Ashraf M.L.Milad مؤلف
  • Nori.S.A.Ateig مؤلف
  • Juhaynah .S.Alshukri مؤلف
  • Nooralden.A.Abubakr مؤلف

DOI:

https://doi.org/10.58916/jhas.v7i6.573

الكلمات المفتاحية:

الانجليزية

الملخص

Abstract: The objective of this study is to examine the deep beam opening behavior of lightweight reinforced concrete beams (LWC) with and without web openings, analyzed by the ansys19 software. The analysis included five samples of various shapes, a solid deep beam, a deep beam containing two square holes with sides length of 80 mm, a deep beam containing two circular holes with a diameter of 80 mm, a deep beam containing two vertical rectangular holes with dimensions of 140 * 80 mm, and a deep beam with two horizontal rectangular holes with dimensions of 80 * 140 mm. And each sample was subjected to a single point load. The effect of different gap shapes on the behavior of the sample was analyzed and compared. The results indicated that the shapes of the holes greatly affect the behavior of the deep beam, as it was found that the deep beams with circular gaps were the closest in terms of behavior to the deep solid beams among the four samples, and the deep beams with vertical rectangular gaps were the farthest for the behavior of the deep solid beams.

التنزيلات

تنزيل البيانات ليس متاحًا بعد.

المراجع

REFERENCES

- 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 .

- Haider M. Alsaeq .Effects of Opening Shape and Location on the Structural Strength of R.C. Deep Beams with Openings , 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 .

- K. S. Abdul-Razzaq, A. M. Jalil, and S. F. Jebur, “Behaviour of reinforced concrete deep beams in previous studies,” IOP Conference Series: Materials Science and Engineering, vol. 518, ID 022065, 2019.

- M. Shariat, H. Eskandari-Naddaf, M. Tayyebinia, and M. Sadeghian, “Sensitivity analysis of reinforced concrete deep beam by STM and FEM (Part III),” Materials Today Proceedings, 2018.

- K. H. Tan, K. Tong, and C. Y. Tang, “Consistent strut-and-tie modelling of deep beams with web openings,” Magazine of Concrete Research, vol. 55, no. 1, pp. 65–75, 2003.

- Yi T., Large-scale testing of a two-story URM structure, Ph.D. dissertation Georgia Institute of Technology, 2004.

- Yi T., Moon F.L., Leon R.T., Kahn L.F., Lateral load tests on a two-story unreinforced masonry building, ASCE J. Struct. Eng 2006.

- slam, M. R., Mansur, M. A., & Maalej, M. (2005). Shear strengthening of RC deep beams using externally bonded FRP systems. Cement and Concrete Composites.

التنزيلات

منشور

2024-12-10

كيفية الاقتباس

Ashraf M.L.Milad, Nori.S.A.Ateig, Juhaynah .S.Alshukri, & Nooralden.A.Abubakr. (2024). Comparison of opening deep beam shapes under concentrated load. مجلة جامعة بني وليد للعلوم الإنسانية والتطبيقية, 7(5), 35-42. https://doi.org/10.58916/jhas.v7i6.573

المؤلفات المشابهة

21-30 من 73

يمكنك أيضاً إبدأ بحثاً متقدماً عن المشابهات لهذا المؤلَّف.