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)
Ismael, S., Khair-Aldien, W., Kalil, A., Nassr, A. (2013). CHARACTERISTIC OF ANCHOR EMBEDDED ON CONCRETE UNDER DIFFERENT LOADING RATE. JES. Journal of Engineering Sciences, 41(No 4), 1564-1580. doi: 10.21608/jesaun.2013.114881
SH. M. Ismael; W. M. Khair-Aldien; A. A. Kalil; A. A. Nassr. "CHARACTERISTIC OF ANCHOR EMBEDDED ON CONCRETE UNDER DIFFERENT LOADING RATE". JES. Journal of Engineering Sciences, 41, No 4, 2013, 1564-1580. doi: 10.21608/jesaun.2013.114881
Ismael, S., Khair-Aldien, W., Kalil, A., Nassr, A. (2013). 'CHARACTERISTIC OF ANCHOR EMBEDDED ON CONCRETE UNDER DIFFERENT LOADING RATE', JES. Journal of Engineering Sciences, 41(No 4), pp. 1564-1580. doi: 10.21608/jesaun.2013.114881
Ismael, S., Khair-Aldien, W., Kalil, A., Nassr, A. CHARACTERISTIC OF ANCHOR EMBEDDED ON CONCRETE UNDER DIFFERENT LOADING RATE. JES. Journal of Engineering Sciences, 2013; 41(No 4): 1564-1580. doi: 10.21608/jesaun.2013.114881

CHARACTERISTIC OF ANCHOR EMBEDDED ON CONCRETE UNDER DIFFERENT LOADING RATE

Article 13, Volume 41, No 4, July and August 2013, Page 1564-1580  XML PDF (579.47 K)
Document Type: Research Paper
DOI: 10.21608/jesaun.2013.114881
View on SCiNiTO View on SCiNiTO
Authors
SH. M. Ismael email ; W. M. Khair-Aldien; A. A. Kalil; A. A. Nassr
Department of Mechanical Engineering, Faculty of Engineering, Assiut University
Abstract
The effect of anchor embedded length and impact load on the mechanical properties of adhesive concrete joint under different dynamic loading rate was studied [1]. Hopkinson pressure bar was used to apply dynamic load to specimens. Specimens with through hole and embedded anchor lengths of 2.5 cm and 5 cm were used in the study. The specimens were hit with strain wave induced using air pressure of 1 and 1.5 bar respectively. The result showed that as the embedded length decrease the maximum load of failure increase also as the pressure increase the specimen tend to absorb most of the wave in the adhesive joint. While as the load wave magnitude decrease the portion of the wave transmits to the concrete part of the specimen causing rupture or cracking of this part increase.
Keywords
Epoxy; Anchor; Split Hopkinson Pressure bar; Shock Wave
Main Subjects
Mechanical, Power, Production, Design and Mechatronics Engineering.
Statistics
Article View: 145
PDF Download: 479