Abstract
Causes of crack in post tension slab may vary depends on different parameters in design, durability of materials and the hidden points in design procedure. Stress difference at the border of stress distribution in anchorage zone mainly cause some cracks which can not be simulated in computer modeling easily. the paper shows this kind of crack in compare other cracks in the real obsereved cases
Original language | Other |
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Pages | 124 |
Number of pages | 8 |
Publication status | Published - 26 Apr 2011 |
Event | 6th National Congress on Civil Engineering - Semnan, Iran, Islamic Republic of Duration: 26 Apr 2011 → 27 Apr 2011 |
Conference
Conference | 6th National Congress on Civil Engineering |
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Abbreviated title | NCCE 2011 |
Country/Territory | Iran, Islamic Republic of |
City | Semnan |
Period | 26/04/11 → 27/04/11 |
Keywords
- Crack
- Post tension slab