Behavior of novel hybrid lightweight concrete composites under drop-weight impact loading

Structures ◽  
2021 ◽  
Vol 34 ◽  
pp. 2789-2800
Author(s):  
Tayseer Z. Batran ◽  
Mohamed K. Ismail ◽  
Assem A.A. Hassan
2020 ◽  
pp. 105678952095770
Author(s):  
N Miqoi ◽  
P Pomarede ◽  
F Meraghni ◽  
NF Declercq ◽  
L Guillaumat ◽  
...  

The present experimental work investigates the response of woven glass fabric reinforced polyamide 6.6/6 subjected to drop weight impact loading. The main objective is the development and the introduction of a new experimental procedure/approach, based on different complementary detection techniques, that aims at investigating the damage induced by impact loading in thermoplastic woven fabric composites. The developed approach is intended to be generalized to other types of composite materials. The main idea is to assess all the experimental results obtained through the developed procedure with a direct investigation method. The latter consists in the Permanent Indentation (PI) measurement providing an indicator of the damage criticality in the composite sample. To this end, several non-destructive testing methods are carried-out and their experimental findings are analyzed and cross-linked. The identification of the different damage mechanisms, caused by the drop weight impact, is performed using X-Ray micro-computed tomography (µCT). C-scan ultrasonic investigation is conducted according to two types: transmission and reflection for the detection of the impact damage and the identification of the induced degradation area. B-scan imaging are then obtained through specific post-processing of the impacted surface to extract the permanent indentation (PI). The latter is validated through surface flatness measurement using the highly resolved 3D optical profilometry. The correlation between the X-Ray tomography results and the permanent indentation measurement is then established. It correlates the PI level with the damage mechanisms of a barely visible impact damage (BVID) in woven glass reinforced polyamide 6.6/6 composite.


2011 ◽  
Author(s):  
Kyle R. Mulligan ◽  
Pierre-Claude Ostiguy ◽  
Patrice Masson ◽  
Saïd Elkoun ◽  
Nicolas Quaegebeur

2013 ◽  
Vol 65 (2) ◽  
Author(s):  
R. Hamid ◽  
Khairol Rizal Jamalluddin ◽  
Abu Sufian Md Zia Hasan

1985 ◽  
Vol 64 ◽  
Author(s):  
Arnon Bentur ◽  
Sidney Mindess ◽  
N. Banthia

ABSTRACTThe behaviour under impact loading of concrete beams, reinforced with both smooth and deformed steel reinforcing bars, was studied. Tests were carried out using an instrumented drop-weight impact apparatus, with a 345 kg mass hammer, and drop heights of up to 2.36 m. It was found that, under certain circumstances, the steel reinforcement itself fractured. This behaviour is discussed with reference to the drop height, the type of reinforcement, and the strength of the concrete matrix.


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