دورية أكاديمية

Numerical simulation of concrete slabs strengthened with PTFE sheets subjected to blast load

التفاصيل البيبلوغرافية
العنوان: Numerical simulation of concrete slabs strengthened with PTFE sheets subjected to blast load
المؤلفون: Youssef Rawy, Attia Walid, Laissy Mohamed
المصدر: MATEC Web of Conferences, Vol 120, p 04005 (2017)
بيانات النشر: EDP Sciences, 2017.
سنة النشر: 2017
المجموعة: LCC:Engineering (General). Civil engineering (General)
مصطلحات موضوعية: Engineering (General). Civil engineering (General), TA1-2040
الوصف: Due to the noticeable increase in bombing activities, the understanding of the structures response against blast loads has become one of the major concerns in structural engineering. This present study investigates the blast loading hazards that can take place in concrete slabs. Concrete slabs strengthened using PolyTetraFluoroEthylene (PTFE) are used to investigate the control of the hazards. The thickness of the slabs is 200 mm. The models are exposed to a blast load equivalent to 20 Kg of TNT explosives with a standoff distance equals to 500 mm. The concrete slabs are strengthened using different thicknesses and different number of sheets. In order to investigate the effect of PTFE sheets, AUTODYN software is used to create the numerical models. Concrete is modelled using Lagrange solver while the air and TNT explosives are modelled using Euler solver. The results of the study show that PTFE sheets control concrete fragmentation and debris propagation. The use of PTFE can improve concrete resistance to one of the blast components because of its stability at high temperatures, thermal insulation, and resistance to weathering. PTFE has a wide working temperature range from −100°F to +400°F (−73°C to 204°C) in which its properties remain functional.
نوع الوثيقة: article
وصف الملف: electronic resource
اللغة: English
French
تدمد: 2261-236X
Relation: https://doaj.org/toc/2261-236X
DOI: 10.1051/matecconf/201712004005
URL الوصول: https://doaj.org/article/63f54584941e4913bec9fd3b0bfcc484
رقم الأكسشن: edsdoj.63f54584941e4913bec9fd3b0bfcc484
قاعدة البيانات: Directory of Open Access Journals
الوصف
تدمد:2261236X
DOI:10.1051/matecconf/201712004005