CHARACTERISTIC OF ANCHOR EMBEDDED ON CONCRETE UNDER DIFFERENT LOADING RATE | ||||
| JES. Journal of Engineering Sciences | ||||
| Article 13, Volume 41, No 4, July and August 2013, Page 1564-1580 PDF (579.47 K) | ||||
| Document Type: Research Paper | ||||
| DOI: 10.21608/jesaun.2013.114881 | ||||
 View on SCiNiTO | ||||
| Authors | ||||
SH. M. Ismael  ; W. M. Khair-Aldien; A. A. Kalil; A. A. Nassr
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| 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 | ||||
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