scholarly journals Application of the Virtual Fields Method to Rubbers Under Medium Strain Rate Deformation Using Both Acceleration and Traction Force Data

2017 ◽  
Vol 3 (1) ◽  
pp. 12-22 ◽  
Author(s):  
Sung-Ho Yoon ◽  
Clive R. Siviour
Keyword(s):  
Strain Rate ◽  
Traction Force ◽  
Virtual Fields Method ◽  
Medium Strain Rate ◽  
Force Data

Constitutive Relation of Yunjialing Anthracite Under Medium Strain Rate

2007 ◽  
Vol 17 (1) ◽  
pp. 126-132 ◽  
Author(s):  
Wen-jiao GAO ◽  
Ren-liang SHAN ◽  
Gong-cheng WANG ◽  
Rui-qiang CHENG
Keyword(s):  
Strain Rate ◽  
Constitutive Relation ◽  
Medium Strain Rate

scholarly journals CFRP Reinforced Foam Concrete Subjected to Dynamic Compression at Medium Strain Rate

Materials ◽  
2019 ◽  
Vol 13 (1) ◽  
pp. 10 ◽  
Author(s):  
Xiaojuan Wang ◽  
Lu Liu ◽  
Wenjing Shen ◽  
Hongyuan Zhou
Keyword(s):  
Strain Rate ◽  
Energy Absorption ◽  
Dynamic Compression ◽  
Absorption Capacity ◽  
Fiber Reinforced Polymer ◽  
Carbon Fiber Reinforced Polymer ◽  
Foam Concrete ◽  
Energy Absorption Capacity ◽  
Reinforced Polymer ◽  
Medium Strain Rate

Carbon fiber-reinforced polymer (CFRP)-confined foam concrete can be applied in structure protection, e.g., as an impact barrier of bridge piers, in which it is used as the core of the composite impact barrier. Applying CFRP to the foam concrete exterior enhances both the CFRP and the foam concrete, leading to improved compressive performance due to their interaction. In the present study, the carbon-fiber reinforced polymer (CFRP) confining effect on the response and energy absorption of foam concrete subjected to quasi-static and medium-strain-rate dynamic compression was experimentally investigated. The confinement by CFRP changed the response and failure mode of foam concrete specimens from shear in quasi-static load and splitting in dynamic load to crushing, resulting in a significant increase in the load bearing and energy absorption capacity. The composite consisting of CFRP and foam concrete was sensitive to strain rate. In particular, the CFRP–foam concrete interaction led to the remarkably improved resistance and energy absorption capacity of CFRP-confined specimens, which were significantly higher than the sum of those of standalone CFRP and foam concrete.

scholarly journals Intercellular Stress Reconstitution from Traction Force Data

2014 ◽  
Vol 107 (3) ◽  
pp. 548-554 ◽  
Author(s):  
Juliane Zimmermann ◽  
Ryan L. Hayes ◽  
Markus Basan ◽  
José N. Onuchic ◽  
Wouter-Jan Rappel ◽  
...  
Keyword(s):  
Traction Force ◽  
Force Data

Drop Tower Adaptation for Medium Strain Rate Tensile Testing

2015 ◽  
Vol 56 (3) ◽  
pp. 419-436 ◽  
Author(s):  
N. Perogamvros ◽  
T. Mitropoulos ◽  
G. Lampeas
Keyword(s):  
Strain Rate ◽  
Tensile Testing ◽  
Drop Tower ◽  
Medium Strain Rate
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