GEOPOLYMER CONCRETE STEEL BAR REINFORCEMENT RESPONSE AGAINST EXPLOSIVE AIR BLAST
Clicks: 186
ID: 262312
2018
Article Quality & Performance Metrics
Overall Quality
Improving Quality
0.0
/100
Combines engagement data with AI-assessed academic quality
Reader Engagement
Emerging Content
7.2
/100
24 views
24 readers
Trending
AI Quality Assessment
Not analyzed
Abstract
The application on non-cementious concrete are widely discovered for industry as to enhance the use of waste material, fly ash. Fly ash known as geopolymer binder which can improve the mechanical performance of the concrete and reinforcement impart strength to the concrete, relatively. Reinforcement correlate improvement in the blast resistance when retrofitted with the steel bar and fibres. The levels of damage after the blast explosion rely on the types of reinforcement in the concrete matrix. Meanwhile, the mass of explosive and distance of explosive to the concrete beam used in experiment field also affect the level of damage after blasting. The 3 beams was tested in the field blast experiment by using different scaled distance that are 0.298 m/kg1/3 , 0.224 m/kg1/3 and 0.149 m/kg1/3. Impulsive impact from the explosive detonation with the lowest scaled distance bring the most effect against the concrete. This paper represent the geopolymer concrete beam with steel bar reinforcement response towards explosive air blast loading.
| Reference Key |
mortar2018geopolymereuropean
Use this key to autocite in the manuscript while using
SciMatic Manuscript Manager or Thesis Manager
|
|---|---|
| Authors | MORTAR, Nurul Aida Mohd;HUSSIN, Kamarudin;RAZAK, Rafiza;ABDULLAH, Mohd Mustafa Al Bakri;HILMI, Ahmad H; |
| Journal | european journal of materials science and engineering |
| Year | 2018 |
| DOI |
DOI not found
|
| URL | |
| Keywords |
Citations
No citations found. To add a citation, contact the admin at info@scimatic.org
Comments
No comments yet. Be the first to comment on this article.