5111 Bending fatigue failure of glass-fiber helical cords

2006 ◽  
Vol 2006.4 (0) ◽  
pp. 169-170 ◽  
Author(s):  
Kenta SUZUKI ◽  
Hiroshi IIZUKA ◽  
Masamori FURUSAWA ◽  
Hideki IMANISHI
2005 ◽  
Vol 2005.41 (0) ◽  
pp. 205-206
Author(s):  
Kenta SUZUKI ◽  
Hiroki SAITOU ◽  
Masamori FURUSAWA ◽  
Hiroshi IIZUKA ◽  
Hideki IMANISHI

2021 ◽  
pp. 109963622110204
Author(s):  
Zhi-Wei Wang ◽  
Yang-Zhou Lai ◽  
Li-Jun Wang

The bending fatigue tests of single-wall and double-wall corrugated paperboards were conducted to obtain the εrms– N curves under sinusoidal and random loads in this paper. The εrms– N equation of corrugated paperboard can be described by modified Coffin–Manson model considering the effect of mean stress. Four independent fatigue parameters are obtained for single-wall and double-wall corrugated paperboards. The εrms– N curve under random load moves left and rotates clockwise compared with that under sinusoidal load. The fatigue life under random load is much less than that under sinusoidal load, and the fatigue design of corrugated box should be based on the fatigue result under random load. The stiffness degradation and energy dissipation of double-wall corrugated paperboard before approaching fatigue failure are very different from that of single-wall one. For double-wall corrugated paperboard, two turning points occur in the stiffness degradation, and fluctuation occurs in the energy dissipation. Different from metal materials, the bending fatigue failure of corrugated paperboard is a process of wrinkle forming, spreading, and folding. The results obtained have practical values for the design of vibration fatigue of corrugated box.


2011 ◽  
Vol 127 ◽  
pp. 344-349
Author(s):  
Zhi Hui Hu ◽  
Ji Quan Hu

Fatigue failure behaviors caused by wire ropes bending-over-sheaves are discussed in the paper. Stress conditions of wire ropes bending-over-sheaves and the mechanism of damage to wire rope caused by fleet angel and angle of wrap is analyzed, the fatigue failure mechanism of wire ropes is investigated in the paper. The investigation indicates that the load and the mechanical damage of ropes bending-over-sheaves is very complex, and the fatigue failure of ropes bending-over-sheaves is the result of combined action of bending fatigue and various kinds of damage. The research will have implications to design and use of wire rope.


2007 ◽  
Vol 2007 (0) ◽  
pp. 206-207
Author(s):  
Kenta SUZUKI ◽  
Takuya MORIMOTO ◽  
Masamori FURUSAWA ◽  
Hideki IMANISHI ◽  
Hiroshi IIZUKA

2008 ◽  
Vol 2008 (0) ◽  
pp. 67-68
Author(s):  
Yuuya TSUKADA ◽  
Masamori FURUSAWA ◽  
Hiroshi IIZUKA

2014 ◽  
Vol 638-640 ◽  
pp. 1741-1744
Author(s):  
Liang Hong ◽  
Yu Hai

Fatigue of steel and other metal materials focused on fatigue strength and fatigue damage accumulation in two ways. Continuous hot air axially deformed bars fatigue tests showed that fatigue failure often occurs at the maximum defect reinforced, and bending fatigue tests of reinforced concrete structures, fatigue failure often occurs in areas of reinforced concrete curved split effective cross-sectional area decreases place. This paper studies the construction of reinforced fatigue effect on the structural performance and the fatigue reliability theory has some theoretical significance.


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