Influence of Crack Width on Percentage of Chloride Absorption in Concrete | ||||
| Obour Institute Journal for Engineering and Technology | ||||
| Volume 2, Issue 1, 2024, Page 1-10 PDF (693.59 K) | ||||
| Document Type: Original Article | ||||
| DOI: 10.21608/oijet.2024.443794 | ||||
 View on SCiNiTO | ||||
| Authors | ||||
Osama Hassaan  1; Mohamed Abou Zied Tarkhan2
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| 1Civil Engineering Department, High Institute for Engineering and Technology at Al-Obour (k21 Cairo/Bilbies Road), Higher Education Ministry, Cairo, Egypt | ||||
| 2Professor of structures, Department of Civil Engineering, Helwan University | ||||
| Abstract | ||||
| An experimental study was carried out to investigate the effect of crack widths on chloride content due to the penetration of salty water through the crack by using an immersion test that consists of salty water with a concentration of 5%. Eighteen reinforced concrete beams with dimensions (10cm *10cm * 90cm) were made and reinforced with a mild steel bar of 6mm in diameter at the top and the bottom. These specimens were cracked in the bottom due to a pure bending moment in the middle of their span. The results show that chloride content for the cracked specimens increased and overcame the allowable accepted ratio at the Egyptian Code. | ||||
| Keywords | ||||
| Chloride attack; Cracks Widths; Chloride absorption; Corrosion | ||||
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