Comparison of several model updating methods based on full-scale model test of track beam

Structures ◽  
2022 ◽  
Vol 35 ◽  
pp. 46-54
Author(s):  
Jiwei Zhong ◽  
Hongye Gou ◽  
Hu Zhao ◽  
Tianqi Zhao ◽  
Xiang Wang
2013 ◽  
Vol 28 (0) ◽  
pp. 353-360
Author(s):  
Je-Min BAEK ◽  
Satoru SHIBUYA ◽  
Jin-Suk HUR ◽  
Takefumi OGATA ◽  
Byeong-Su KIM ◽  
...  

1994 ◽  
Vol 116 (1) ◽  
pp. 75-81 ◽  
Author(s):  
A. M. Birk ◽  
D. VanDam

Sea Trials have recently been underway for Canada’s new City Class Patrol Frigate (CPF). These trials provided the first opportunity to measure the performance of the new DRES Ball Infrared Signature Suppression (IRSS) system installed on a ship. Prior to these trials 1/4-scale hot flow model test and computer simulation performance results were available. The CPF DRES Ball IRSS systems are installed on the exhaust uptakes of the GE LM2500 main gas turbines. The DRES Ball provides both metal surface cooling for all view angles and plume cooling. The DRES Ball significantly reduces the IR signature of the LM2500 exhaust. This paper presents a comparison between the 1/4-scale hot flow model test results with the full-scale sea trial results. Performance variables included in the comparison are: metal surface temperatures, back pressure, plume temperature distribution, and surface static pressures. Because of the confidential nature of the DRES Ball system performance, all classified data have been nondimensionalized so that only relative comparisons can be made between the full-scale and 1/4-scale data. The results show that the full-scale system performs better than the 1/4-scale model because of Reynolds number effects. The plume temperature, surface temperatures, and back pressure were all lower (better) than in the 1/4-scale model tests. One of the original concerns with the installation was that relative wind would degrade the performance of the DRES Ball onboard a ship. The wind effect was found to be benign during the trials.


2014 ◽  
Vol 29 (0) ◽  
pp. 155-160
Author(s):  
Tomohiro FUJITA ◽  
Tetsuya KUBO ◽  
Hiroaki MIYATAKE ◽  
Atsushi NAKANE ◽  
Yoshihisa MIYATA

2013 ◽  
Vol 361-363 ◽  
pp. 1362-1365
Author(s):  
Ling Mei Zhang

Anchorage zone of tower is a key part of cable-stayed bridge. Some factors such as powerful local concentrated forces, anchor forces from prestressed steels and weaken factors from hole make this area in complicated states. Analysis of strength performance at the anchorage zone of cable-stayed bridge tower has been attracted attention in bridge engineering. Full-scale model test and force analysis was carried out when a typical cable-stayed bridge was selected as the research object. Three stress states of anchorage zone are consider, that is under prestressing, under cable forces in completion state and under maximum cable force. Analysis of stress distribution and force transmission route in these states will provide a scientific basis for design and research work for the future.


Geoderma ◽  
2021 ◽  
Vol 400 ◽  
pp. 115111
Author(s):  
Yi Luo ◽  
Jia-ming Zhang ◽  
Zhi Zhou ◽  
Zi-jian Shen ◽  
Lily Chong ◽  
...  

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