Effect of loading rate on the bond behaviour of plain round bars in concrete subjected to uniaxial lateral tension

2021 ◽  
pp. 1-15
Author(s):  
Xinru Li ◽  
Zhimin Wu ◽  
Jianjun Zheng ◽  
Rena C. Yu ◽  
Xiangming Zhou
2015 ◽  
Vol 49 (6) ◽  
pp. 2097-2111 ◽  
Author(s):  
Xinxin Li ◽  
Zhimin Wu ◽  
Jianjun Zheng ◽  
Abdulmajid Alahdal ◽  
Wei Dong

2011 ◽  
Vol 250-253 ◽  
pp. 3571-3576
Author(s):  
Xiao Qin Li ◽  
Zhen Jun Yang ◽  
Jian Fei Chen ◽  
Yong Lu

This paper presents a preliminary finite element study on the effects of strain rate on the FRP-to-concrete bond behaviour using the K&C concrete damage model in LS-DYNA Explicit. The developed FE model uses the first-order eight-node hexahedron 3D solid element with one integration point and a sub-millimetre mesh. Results show that the model can simulate the static FRP-to-concrete bond behaviour with good accuracy and mesh objectivity. It also shows that the loading rate has significant effects on the bond behaviour.


2020 ◽  
Vol 62 (9) ◽  
pp. 943-949
Author(s):  
Engin Erbayrak ◽  
Halil Ozer
Keyword(s):  

1989 ◽  
Vol 21 (4-5) ◽  
pp. 87-95
Author(s):  
J. De Santis ◽  
A. A. Friedman

Overloaded anaerobic treatment systems are characterized by high concentrations of volatile fatty acids and molecular hydrogen and poor conversion of primary substrates to methane. Previous experiments with fixed–film reactors indicated that operation with reduced headspace pressures enhanced anaerobic treatment. For these studies, four suspended culture, anaerobic reactors were operated with headspace pressures maintained between 0.5 and 1.0 atm and a solids retention time of 15 days. For lightly loaded systems (0.4 g SCOD/g VSS-day) vacuum operation provided minor treatment improvements. For shock organic loads, vacuum operation proved to be more stable and to support quicker recovery from upset conditions. Based on these studies and a companion set of bioassay tests, it was concluded that: (a) a loading rate of about 1.0 g SCOD/g VSS-day represents a practical loading limit for successful anaerobic treatment, (b) a headspace pressure of approximately 0.75 atm appears to be an optimum operating pressure for anaerobic systems and (c) simple modification to existing systems may provide relief for organically overloaded systems.


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