Volume 8, Issue 3 (3-2014)                   مواد پرانرژی 2014, 8(3): 3-14 | Back to browse issues page

XML Persian Abstract Print

Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
بررسی مقاومت خمشی پسماند تیرهای بتن مسلح آسیب دیده از بار انفجاری(علمی-پژوهشی). مواد پرانرژی 2014; 8 (3) :3-14
URL: http://isaem.ir/article-1-663-en.html
بررسی مقاومت خمشی پسماند تیرهای بتن مسلح آسیب دیده از بار انفجاری(علمی-پژوهشی)
Abstract:   (8527 Views)
n this study 12 Reinforced Concrete Beams, tested under different amount of explosive (c4) air blast. Crack and damage pattern, support rotation (SR) and maximum and permanent displacement of Midspan (∆) are recorded. Then damaged beams were loaded to rupture. The experimental results showed: in 〖SR<3〗^° flexural cracks are generated, Midspan displacement vs scaled distance is nearly linear and residual strength of damaged beams in comparison to the reference beam decreased up to 50%. Reducing the scaled distance, SR suddenly increased to over than 5^°, the damage pattern is changed and, residual strength decreased to less than 20%.
Keywords: Reinforced Concrete Beam, Damage Pattern, blast load, residual strength.
Full-Text [PDF 1454 kb]   (332 Downloads)    
Type of Study: Research | Subject: سازه های مقاوم به انفجار
Published: 2014/04/5
Add your comments about this article : Your username or Email:
CAPTCHA
Rights and permissions
Creative Commons License This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.

© 2024 CC BY-NC 4.0 | Iranian Scientific Association of Energetic Materials

Designed & Developed by : Yektaweb