scholarly journals EXPERIMENTAL STUDY ON STATIC LOAD RESPONSES OF DOUBLE-LAYER TENSEGRITY GRIDS

Author(s):  
Yoshihiro KONO ◽  
Toshiaki SHIMADA ◽  
Haruo KUNIEDA
2021 ◽  
Vol 49 (4) ◽  
pp. 962-968
Author(s):  
Péter Csavajda ◽  
Péter Böröcz

Most of the shipped products are sensitive against shock and vibration events during the distribution. Various cushioning materials are usually used to prevent the product damages. During the design process the protective packaging system is developed by the engineers based on the cushion and vibration transmissibility features (ie. cushion curve) of the material used. However, after the assembly of the packaged-product, these are stored for various long periods in warehouse. During this time the products pre-load the cushioning material and its parameters can be changed. The main goal of this study is to evaluate the vibration transmissibility of PE and XPE cushioning material at varied storage (pre-loaded) time and static load conditions. Four different kinds of duration (1 hour, 10 hours, 100 hours and 1000 hours) were used for the pre-loading period at three different static loads (3.488 kPa, 4.651 kPa, and 6.976 kPa), and then at 0.5 oct/min sine sweep vibration the peak frequencies of response and vibration transmissibility, and damping ratio were determined. The results show that the effect of pre-loading is minimal by PE material, but can influence the resonance frequencies by XPE cushioning material. The findings of this study help the packaging engineers to understand better the mechanism of these cushioning materials and to design suitable protective packaging systems.


2013 ◽  
Vol 351-352 ◽  
pp. 1625-1628
Author(s):  
Xian Xi Tang ◽  
Jin Bao Liang ◽  
Yan Peng Zhu ◽  
Xian Zhou Tang ◽  
Yue Xu

As for the study on the strain performance of tensile reinforcement under the fatigue loads with amplitude of certain values, two groups of reinforced concrete slab bridge specimen were made. The fatigue test was carried out on one group of specimen, and the corresponding static load test was carried out on another group of specimen, the experimental study on the strain performance of tensile reinforcement was carried on bottom of the mid span of slabs. The results of the study shown that, under the fatigue loads at a certain amplitude, the strain performance of the tensile reinforcement tend to be stable with the increase of number of fatigue cycle, the strain value showed certain linear relationship with static load applied. When the fatigue amplitude increased, the change rule of strain with static load value applied was approximately linear, but the strain value increased more than the fatigue amplitude less under the same static load. It could be seen through the comparison of load - strain curve of the static load specimen, after effect of compressive fatigue with certain amplitude, the strain change with load applied was close to linear change, which has great relationship with the effect on concrete and reinforcement plastic deformation by fatigue load. The test results had the vital significance of further research on reinforcement performance under the action of fatigue loads.


2012 ◽  
Vol 100 ◽  
pp. 295-302 ◽  
Author(s):  
Huai-Bin Gao ◽  
Zhi-Guo Qu ◽  
Ya-ling He ◽  
Wen-Quan Tao

2020 ◽  
Vol 35 (1) ◽  
pp. 25-38
Author(s):  
Leonidas Podaropoulos ◽  
Paolo Trisi ◽  
Serafim Papadimitriou ◽  
Richard Lazzara ◽  
Demos Kalyvas

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