EXPERIMENTAL STUDY OF IMPACT RESISTANCE OF CERAMICS AND COMPOSITES

Author(s):  
V. F. Tolkachev ◽  
A. A. Konyaev ◽  
V. V. Zheikov
2014 ◽  
Vol 1051 ◽  
pp. 857-861
Author(s):  
Bin Tian ◽  
Da Wei Liu ◽  
Long Long Zhu

In order to study the impact resistance capability of dump truck bodies floor, a simulation model of dump truck bodies floor and impact hammerheads made of metal materials were designed, and a strain test system of bodies floor under impact loading was established, a measurement of the stress of bodies floor model was made to obtain the law of stress variation about key point of truck bodies floor model. The research laid the foundation for the analysis of impact resistance capability of dump truck bodies floor using finite element method as well as provided a reference for the structural optimization of truck bodies floor.


2020 ◽  
Vol 48 (3) ◽  
pp. 20190536
Author(s):  
Xiwu Zhou ◽  
Xiangyu Wang ◽  
Runcheng Zhang ◽  
Guoxue Zhang ◽  
Ruisheng Xiong

2019 ◽  
Vol 20 (10) ◽  
pp. 2200-2206 ◽  
Author(s):  
Mohsen Mirzaee Sisan ◽  
Reza Eslami-Farsani

2014 ◽  
Vol 40 (10) ◽  
pp. 15551-15559 ◽  
Author(s):  
Yang Yang ◽  
Fei Xu ◽  
Yueqing Zhang ◽  
Gangwei Liu

2011 ◽  
Vol 99-100 ◽  
pp. 706-710
Author(s):  
Ming Li Cao ◽  
Hang Yao ◽  
Shi Cai Cui

CaCO3 whiskers were incorporated into the cement mortar in this study and the effects of whiskers on the impact resistance of mortar were investigated. The results showed that CaCO3 whiskers could improve the impact resistance of cement mortar before initial cracking. When the whisker content was 10%, the reinforcing effect was optimal. But after initial cracking, the capacity of matrix to resist further impact load was not improved significantly. By observing the failure modes of specimens, it was shown that the crack branches of whisker-reinforced cement mortar were increased, which indicated the brittleness of matrix was decreased and the toughness was improved to some extent. In addition, the reinforcing mechanisms of CaCO3 whiskers in the cement mortar were also discussed


2021 ◽  
Vol 49 (1) ◽  
pp. 45-56
Author(s):  
Peng Zhao ◽  
Song Yuan ◽  
Liangpu Li ◽  
Qi Ge ◽  
Jun Liu ◽  
...  

2021 ◽  
Vol 872 ◽  
pp. 1-6
Author(s):  
Khaleel H. Younis ◽  
Firas F. Jirjees ◽  
Hozan K. Yaba ◽  
Shelan M. Maruf

This study is an experimental study aims to examine the effect of utilization of straight, and low cost steel fibers on the impact resistance of concrete. The impact resistance of steel fiber reinforced concrete (SFRC) was assessed using drop weight test as per ACI committee 544. The steel fibers were randomly dispersed in concrete during mixing. Five mixes made with steel fibers dosages of 0% (control mix), 0.5%, 1%, 1.25% and 1.5% by volume of concrete were examined in the study. The results show that mixes containing steel fibers show better impact resistance than plain concrete (control Mix). The results also indicate that increasing the dosage of fiber increases the impact resistance of concrete but up to a certain content of fibers. The maximum increase was recorded at steel fiber dosage of 1.25% by volume of concrete. Also the patterns of failure of the concrete specimens show that fibers are very effective in increasing the concrete toughness which enhance the ductility of concrete and delays the crack initiation.


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