Home Articles List Article Information
JES. Journal of Engineering Sciences
Journal Archive
Volume Volume 53 (2025)
Volume Volume 52 (2024)
Volume Volume 51 (2023)
Volume Volume 50 (2022)
Volume Volume 49 (2021)
Volume Volume 48 (2020)
Volume Volume 47 (2019)
Volume Volume 46 (2018)
Volume Volume 45 (2017)
Volume Volume 44 (2016)
Volume Volume 43 (2015)
Volume Volume 42 (2014)
Volume Volume 41 (2013)
Volume Volume 40 (2012)
Volume Volume 39 (2011)
Volume Volume 38 (2010)
Volume Volume 37 (2009)
Volume Volume 36 (2008)
Volume Volume 35 (2007)
Volume Volume 34 (2006)
Abdel Kareem, K., Abdel Sayed, F., Shoupk, W. (2013). THEORETICAL STUDY ON STATIC SHEAR BEHAVIOR OF HIGH STRENGTH CONCRETE BEAMS COMPARED WITH NORMAL STRENGTH CONCRETE BEAMS. JES. Journal of Engineering Sciences, 41(No 5), 1753-1764. doi: 10.21608/jesaun.2013.114904
Khairy Hassan Abdel Kareem; Fayez Kaiser Abdel Sayed; Walaa Shoupk. "THEORETICAL STUDY ON STATIC SHEAR BEHAVIOR OF HIGH STRENGTH CONCRETE BEAMS COMPARED WITH NORMAL STRENGTH CONCRETE BEAMS". JES. Journal of Engineering Sciences, 41, No 5, 2013, 1753-1764. doi: 10.21608/jesaun.2013.114904
Abdel Kareem, K., Abdel Sayed, F., Shoupk, W. (2013). 'THEORETICAL STUDY ON STATIC SHEAR BEHAVIOR OF HIGH STRENGTH CONCRETE BEAMS COMPARED WITH NORMAL STRENGTH CONCRETE BEAMS', JES. Journal of Engineering Sciences, 41(No 5), pp. 1753-1764. doi: 10.21608/jesaun.2013.114904
Abdel Kareem, K., Abdel Sayed, F., Shoupk, W. THEORETICAL STUDY ON STATIC SHEAR BEHAVIOR OF HIGH STRENGTH CONCRETE BEAMS COMPARED WITH NORMAL STRENGTH CONCRETE BEAMS. JES. Journal of Engineering Sciences, 2013; 41(No 5): 1753-1764. doi: 10.21608/jesaun.2013.114904

THEORETICAL STUDY ON STATIC SHEAR BEHAVIOR OF HIGH STRENGTH CONCRETE BEAMS COMPARED WITH NORMAL STRENGTH CONCRETE BEAMS

Article 2, Volume 41, No 5, September and October 2013, Page 1753-1764  XML PDF (412.27 K)
Document Type: Research Paper
DOI: 10.21608/jesaun.2013.114904
View on SCiNiTO View on SCiNiTO
Authors
Khairy Hassan Abdel Kareem1; Fayez Kaiser Abdel Sayed1; Walaa Shoupk email 2
1Professor of concrete structures, Faculty of Engineering, Assiut University
2Civil Engineer, Ministry of Water resources and Irrigation
Abstract
The main aim of the present study is to present a comparison between the static shear behavior of high strength concrete beams and normal strength concrete beams. The concrete compressive strength of the beams ranged from 250 to 700 kg/. Sixty reinforced concrete beams were analyzed under two point static loads. The variables were the compressive strength of concrete, shear span-to-depth ratio and shear reinforcement ratio (stirrup spacing S). The effect of each variable on the behavior of the beams is studied separately. The details of the beam specimens, material properties, and instrumentation are described in this paper. The results are presented and discussed and the influence of each design parameter is investigated. Analysis of the results is also compared with different existing approaches.
Keywords
Normal and High-strength concrete Beams; Shear reinforcement; Spacing of stirrup; Shear span to depth ratio; Cracking and Ultimate shear strength
Main Subjects
Civil Engineering: structural, Geotechnical, reinforced concrete and steel structures, Surveying, Road and traffic engineering, water resources, Irrigation structures, Environmental and sanitary engineering, Hydraulic, Railway, construction Management.
Statistics
Article View: 142
PDF Download: 380