scholarly journals Dynamic mechanical characteristics and failure mode of serpentine under a three-dimensional high static load and frequent dynamic disturbance

PLoS ONE ◽  
2019 ◽  
Vol 14 (9) ◽  
pp. e0222684
Author(s):  
Chun Wang ◽  
Lu-ping Cheng ◽  
Cheng Wang ◽  
Zhu-qiang Xiong ◽  
Shi-ming Wei
1969 ◽  
Vol 8 (4) ◽  
pp. 490-496 ◽  
Author(s):  
G. V. Vinogradov ◽  
A. Ya. Malkin ◽  
Yu. G. Yanovsky ◽  
E. A. Dzyura ◽  
V. F. Schumsky ◽  
...  

Author(s):  
Володимир Олексійович Віленський ◽  
Юлія Володимирівна Бардадим ◽  
Максим Григорович Ткаліч

2019 ◽  
Vol 11 (11) ◽  
pp. 168781401988676
Author(s):  
Zhandong Li ◽  
Jianguo Tao ◽  
Hao Sun ◽  
Yang Luo ◽  
Jingkui Li ◽  
...  

Remotely operated vehicle is a reliable tool in an emergency rescue and routing inspection of a reactor pool. In practice, a cable has been considered as an important part of a vehicle system (i.e. winch, vehicle, and cable) to evaluate and predict the mechanical characteristics, and this article presents a study on a dynamic mechanism modeling of a cable partially in water and air based on an omnidirectional motion, and a numerical simulation is employed. In this work, we programmed the model governed by a partial differential equation set, at the discrete time node which was transformed into an ordinary differential equation set regarded as an initial value problem. The dynamic mechanical characteristics of the lower endpoint (i.e. a connection point between vehicle and cable) and the upper endpoint (i.e. a connection point between cable and winch) were, respectively, quantified with acceleration and a compounded motion including a uniform and rolling motion. A dynamic-state mechanism test was carried out to verify an authenticity of the three-dimensional mechanical model and numerical solution in a circulating tank. The results demonstrated that the presented method was used to evaluate the dynamic mechanism, and held a potential to improve a vehicle design and control strategy.


2018 ◽  
Vol 8 (11) ◽  
pp. 2139 ◽  
Author(s):  
Long Chen ◽  
Jinjie Chen ◽  
Jianxi Wang

There is confusion in the original design concept for the tensioning of longitudinally connected reinforcement of the CRTSII (China Railway Track System) slab ballastless track. In order to clarify the effect of tension value of longitudinal reinforcement on the mechanical characteristics of the ballastless track, a three-dimensional finite element model, considering the nonlinear interaction between the track slab and cement-emulsified asphalt (CA) mortar of the CRTSII slab ballastless track, was established. The mechanical characteristics of the track structure under longitudinal tension load and temperature gradient load of the longitudinal joint were calculated. A method of applying prestress to post-pouring concrete was proposed according to the concept of prestress loss of pretensioning prestressed concrete, a reasonable tensile force value was proposed after the crack width, and the reinforcement stress of the ballastless track in the operation stage was checked and calculated according to the concrete design principle. When the tension force is greater than 300 kN, it is harmful to the bonding between the slab and mortar layer, which is prone to interlayer damage. In order to add prestress to concrete with wide joints to ensure the longitudinal stability of the ballastless track, and that the reinforcement stress and crack width meet design requirements, it is suggested that the tension force value should be 230 kN. Further, the temperature difference between reinforcement and concrete should be 30 °C before the initial curdle of wide joint concrete.


2020 ◽  
Vol 105 ◽  
pp. 102395 ◽  
Author(s):  
Xiangguo Kong ◽  
Enyuan Wang ◽  
Shugang Li ◽  
Haifei Lin ◽  
Zhibo Zhang ◽  
...  

Author(s):  
Omar Akhouayri ◽  
Marie-H�l�ne Lafage-Proust ◽  
Aline Rattner ◽  
Norbert Laroche ◽  
Anne Caillot-Augusseau ◽  
...  

1976 ◽  
Vol 46 (4) ◽  
pp. 278-283 ◽  
Author(s):  
M. Konopasek

The helical model of the spontaneously collapsed filaments in twist-textured yarns is defined as reflecting the limiting case of a free-filament segment with infinite length (or number of coils) between two reversal points. The fundamental relationships linking fiber properties and parameters of the texturing process with geometrical and mechanical characteristics of the helices are derived directly from the differential equations of the three-dimensional elastica. Bicomponent and similar fibers are interpreted as a special case of twist-textured filaments with original (permanently set) helical angle equal to π/2; for this case an explicit functional relationship between contraction and stretching force is obtained.


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