Experimental and numerical investigation of impact behavior of RC slab with different opening size and layout

Structures ◽  
2022 ◽  
Vol 35 ◽  
pp. 818-832
Author(s):  
Tolga Yılmaz ◽  
Özgür Anil ◽  
R. Tuğrul Erdem
2021 ◽  
Vol 276 ◽  
pp. 114567
Author(s):  
Amirreza Tarafdar ◽  
Gholamhossein Liaghat ◽  
Hamed Ahmadi ◽  
Omid Razmkhah ◽  
Sahand Chitsaz Charandabi ◽  
...  

2015 ◽  
Vol 69 ◽  
pp. 452-459 ◽  
Author(s):  
Piotr Kędzierski ◽  
Arkadiusz Popławski ◽  
Roman Gieleta ◽  
Andrzej Morka ◽  
Grzegorz Sławiński

2022 ◽  
Vol 171 ◽  
pp. 108722
Author(s):  
Wei Gao ◽  
Xiaoqiang He ◽  
Jiawen Wang ◽  
Y.T. Feng ◽  
Chengyong Wang

2016 ◽  
Vol 12 (4) ◽  
pp. 22-35
Author(s):  
George Bogdan Nica ◽  
Florin Pavel

Abstract This paper focuses on the collapse analysis of a planar RC frame. This research is based on an experimental study presented in the literature. The analyses are conducted using a dedicated software based on the Applied Element Method. This numerical method is able to model accurately all the structural behaviour stages leading up to the collapse itself. A very good match between the experimental and numerical results is observed. The numerical investigation highlights several behaviour stages for the model RC frame. Moreover, the contribution of the RC slab and the impact of the concrete strength on the overall collapse mechanism is discussed and evaluated through numerical investigation.


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