دورية أكاديمية

STRUCTURAL TEST AND ANALYSIS OF RC SLAB AFTER FIRE LOADING

التفاصيل البيبلوغرافية
العنوان: STRUCTURAL TEST AND ANALYSIS OF RC SLAB AFTER FIRE LOADING
المؤلفون: CHUL-HUN CHUNG, CHO RONG IM, JAEGYUN PARK
المصدر: Nuclear Engineering and Technology, Vol 45, Iss 2, Pp 223-236 (2013)
بيانات النشر: Elsevier, 2013.
سنة النشر: 2013
المجموعة: LCC:Nuclear engineering. Atomic power
مصطلحات موضوعية: ISO 834 Standard Fire, Concrete with PP (Polypropylene) Fiber, Stress-strain-temperature Model, Ultimate Load after Fire Loading, Numerical Analysis, Nuclear engineering. Atomic power, TK9001-9401
الوصف: In the present study the behavior of fire and the residual strength of fire-ignited RC slabs are investigated by experimental tests and numerical simulations. The fire tests of RC slabs were carried out in a furnace using the ISO 834 standard fire. The load capacity of the cooled RC slabs that were not loaded during the fire tests was evaluated by additional 3 point bending tests. The influence of the proportion of PP (polypropylene) fibers in the RC slabs on the structural behavior of the RC slabs after the fire loading was investigated. The results of the fire tests showed that the maximum temperature of concrete with PP fiber was lower than that of concrete without PP fiber. As the concrete was heated, the ultimate compressive strength decreased and the ultimate strain increased. The load-deflection relations of RC slabs after fire loading were compared by using existing stress-strain-temperature models. The comparison between the numerical analysis and the experimental tests showed that some numerical analyses were reliable and therefore, can be applied to evaluate the ultimate load of RC slabs after fire loading. The ultimate load capacity after cooling down the RC slabs without PP fiber showed a considerable reduction from that of the RC slabs with PP fiber.
نوع الوثيقة: article
وصف الملف: electronic resource
اللغة: English
تدمد: 1738-5733
Relation: http://www.sciencedirect.com/science/article/pii/S1738573315300656; https://doaj.org/toc/1738-5733
DOI: 10.5516/NET.09.2011.072
URL الوصول: https://doaj.org/article/7cfc189c213d473fabfa291f917616c4
رقم الأكسشن: edsdoj.7cfc189c213d473fabfa291f917616c4
قاعدة البيانات: Directory of Open Access Journals