scholarly journals Fracture properties of an irradiated PWR UO2 fuel evaluated by micro-cantilever bending tests

2020 ◽  
Vol 538 ◽  
pp. 152209 ◽  
Author(s):  
Ronan Henry ◽  
Isabelle Zacharie-Aubrun ◽  
Thierry Blay ◽  
Smail Chalal ◽  
Jean-Marie Gatt ◽  
...  
2022 ◽  
pp. 110398
Author(s):  
Jae-Hoon Choi ◽  
Hojang Kim ◽  
Ji-Young Kim ◽  
Kwang-Hyeok Lim ◽  
Byung-Chai Lee ◽  
...  

2019 ◽  
Vol 136 ◽  
pp. 103086 ◽  
Author(s):  
Ronan Henry ◽  
Thierry Blay ◽  
Thierry Douillard ◽  
Armel Descamps-Mandine ◽  
Isabelle Zacharie-Aubrun ◽  
...  

2018 ◽  
Vol 10 (11) ◽  
pp. 168781401880734
Author(s):  
Jian He ◽  
Dongyuan Xie ◽  
Qichao Xue ◽  
Yangyang Zhan

The diffusion influence of seawater on the static and interlayer cracking properties of a polyvinyl chloride foam sandwich structure is investigated in this study. After soaking specimens in seawater for various durations, various comparison tests are performed to investigate the effects of seawater. Compression tests for H60 and H200 polyvinyl chloride foam specimens are conducted to study strength and modulus degradation, and the results show that immerging time and temperature have significant effects on polyvinyl chloride foam properties. Tensile tests for glass-fibre-reinforced plastic panels, four-point bending tests and double cantilever bending tests for polyvinyl chloride foam sandwich specimens are also performed. The results show that seawater immerging treatment has a noticeable influence on glass-fibre-reinforced plastic tensile properties and interlayer critical energy release rate values, but has almost no effect on bending properties of foam sandwich specimen. Furthermore, a rate-dependent phenomenon is observed in double cantilever bending tests, in which higher loading rate will lead to larger critical energy release values. Numerical simulation is also performed to illustrate the cracking process of double cantilever bending tests and shows a certain accuracy. The simulation also demonstrates that the viscoelasticity of foam material after immerging treatment results in the rate-dependent characterization of double cantilever bending tests.


2019 ◽  
Vol 211 ◽  
pp. 371-381 ◽  
Author(s):  
Yangyang Yin ◽  
Yanmin Qiao ◽  
Shaowei Hu

2019 ◽  
Vol 121 ◽  
pp. 04009
Author(s):  
Svetlana Mushnikova ◽  
Oleg Kharkov

The paper presents the tests results of resistance of various structural steel classes to SCC in chloride solutions. The experiments were performed using cantilever bending tests developed by NRC “Kurchatov Institute” – CRISM “Prometey” with stepwise increasing load of Charpy-type precracking specimens. The criterion estimation of resistance to SCC when β = σSCC/σC > 0.85 was confirmed by the laboratory test results compared with the case studies of corrosion-mechanical fracture of shipbuilding structures in real life service conditions. A new approach of SCC susceptibility of austenitic stainless steels in marine conditions is proposed. It is based on estimation of the critical temperature of SCC when testing for SSRT in a concentrated solution of calcium chloride at temperatures from 20°C to 100°C. Specific features of the structural-phase composition of steels that detrimentally affect the resistance to SCC were discovered during the complex testing.


1994 ◽  
Vol 15 (6) ◽  
pp. 301-305 ◽  
Author(s):  
Robert L. Friedman ◽  
Richard R. Glisson ◽  
James A. Nunley

Two commonly used techniques for tibiotalar fusion were quantitatively compared using instrumented testing of the strength of the construct. The tibiae and tali from 10 pairs of fresh-frozen cadaveric limbs were used. One joint of each pair was fused using two 6.5-mm crossed cancellous screws from proximal to distal while the contralateral joint was fused using two 6.5-mm parallel cancellous screws from distal to proximal. Each specimen was subjected to cantilever bending and torsional testing by servohydraulic actuators. The bending tests included plantarflexion, dorsiflexion, inversion, and eversion, and measured the load during deflection applied 10 cm distal to the fusion site. The rigidity was expressed as newtons per millimeter of deflection. The torsional tests measured construct stiffness in external and internal rotation, and were expressed as newton-meters per degree of rotation. For the bending tests, the crossed screw construct was more rigid in eversion (23.1 N/mm, P = .0004) and dorsiflexion (16.9 N/mm, P = .02), while the parallel screw construct was more rigid in inversion (22.8 N/mm, P = .02) and plantarflexion (22.3 N/mm, P = .0007). In torsional testing, the crossed screw construct was at least 1.5 times stiffer than the parallel screw construct in resisting internal (1.7 N-m/deg versus 0.9 N-m/deg, P = .0001) and external (1.4 N-m/deg versus 0.9 N-m/deg, P = .02) rotation. In laboratory testing, the crossed screw technique is more rigid than the parallel screws, especially in resisting torsional stresses. Assuming that a stronger construct is desirable, and given that short leg casts commonly used after such fusions do not completely restrict torsional motion, this biomechanical analysis suggests that the crossed screw technique improves the likelihood of a successful arthrodesis.


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