Numerical study of rigid steel beam-column joints under impact loading

2018 ◽  
Vol 147 ◽  
pp. 62-73 ◽  
Author(s):  
Bo Yang ◽  
Hao Wang ◽  
Yong Yang ◽  
Shao-Bo Kang ◽  
Xu-Hong Zhou ◽  
...  
Author(s):  
X. W. Zhang ◽  
T. X. Yu

AbstractBy means of ping-pong balls, the dynamic buckling behaviours of thin-walled spherical shells under impact loading are studied both experimentally and numerically. First, the quasi-static tests were conducted on an MTS tester, in which the ball was compressed onto a PMMA plate. Apart from the force-displacement relationship, the evolution of the contact zone between the ball and the plate was obtained by a digital camera. In the impact tests, ping-pong balls were accelerated by an air-gun and then impinged onto a rigid plate with the velocity ranging 10–45 m


2019 ◽  
Vol 9 (5) ◽  
pp. 994 ◽  
Author(s):  
Moncef Nehdi ◽  
Mohamed Ali

An engineered cementitious composite, endowed with strain recovery and incorporating hybrid shape memory alloy (SMA) and polyvinyl alcohol (PVA) short fibers, was subjected to drop weight impact loading. Numerical simulation of the composite’s impact behavior was performed, and the model predictions agreed well with the experimental findings. Numerical and experimental investigations demonstrated that incorporating SMA fibers in the composite yielded superior impact resistance compared to that of control mono-PVA specimens. Heat treatment stimulated the SMA fibers to apply local prestress on the composite’s matrix owing to the shape memory effect, thus enhancing energy absorption capacity, despite the damage incurred by PVA fibers during the heating process. The superior impact performance of the hybrid composite makes it a strong contender for the construction of protective structures, with a potential to enhance the safety of critical infrastructure assets against impact and blast loading.


2020 ◽  
Vol 111 ◽  
pp. 104448 ◽  
Author(s):  
Haibao Liu ◽  
Jun Liu ◽  
Cihan Kaboglu ◽  
Jin Zhou ◽  
Xiangshao Kong ◽  
...  

2018 ◽  
Vol 9 (2) ◽  
pp. 37
Author(s):  
Yousry B. I. Shaheen ◽  
Ghada Mousa Hekal ◽  
Ahmed Khaled Fadel

The main objective of the following work is to inspect the effect of reinforcing metal mesh on the behavior of slabs with openings under impact loadings. Based on an earlier numerical study by Shaheen et al. (2017), slabs with mid-side openings revealed the worst behavior regarding to deflection and cracked pattern when subjected to impact loading compared to other slabs with different locations of openings. Hence, the present work focuses specifically on this type of slabs and the variation in their behavior when reinforced by welded or expanded metal mesh. Seven specimens were prepared and tested in Faculty of Engineering, Menoufia University, Egypt. Moreover, a FE model for the slabs was built using Abaqus 6.14 and verified against test results. It was found that expanded metal mesh had a significant effect on reducing deflection due to impact load as well as controlling of cracks in contrast with welded metal mesh.


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