Vibration Reduction in Rotor Blades Using Active Composite Box Beam

AIAA Journal ◽  
2000 ◽  
Vol 38 (7) ◽  
pp. 1125-1131 ◽  
Author(s):  
Aditi Chattopadhyay ◽  
Qiang Liu ◽  
Haozhong Gu

AIAA Journal ◽  
2000 ◽  
Vol 38 ◽  
pp. 1125-1131
Author(s):  
Aditi Chattopadhyay ◽  
Qiang Liu ◽  
Haozhong Gu


2013 ◽  
Vol 20 (5) ◽  
pp. 1354-1360 ◽  
Author(s):  
Ling-yu Zhou ◽  
Zhi-wu Yu ◽  
Gui-chao He


2017 ◽  
Vol 21 (6) ◽  
pp. 918-932 ◽  
Author(s):  
Lizhong Jiang ◽  
Zhipeng Lai ◽  
Wangbao Zhou ◽  
Xilin Chai


Author(s):  
Ranjan Ganguli ◽  
Dipali Thakkar ◽  
Sathyamangalam Ramanarayanan Viswamurthy
Keyword(s):  


2016 ◽  
Vol 22 (6) ◽  
pp. 1217-1238 ◽  
Author(s):  
Zhi Huang ◽  
Li-Zhong Jiang ◽  
Wang-Bao Zhou ◽  
Shan Chen


1984 ◽  
Vol 29 (4) ◽  
pp. 70-80 ◽  
Author(s):  
P. P. Friedmann ◽  
P. Shanthakumaran


2013 ◽  
Vol 275-277 ◽  
pp. 1082-1085 ◽  
Author(s):  
Han Bing Liu ◽  
Long Lin Wang ◽  
Guo Jin Tan ◽  
Yong Chun Cheng

Based on a project of a 22+55+22m continuous composite box beam bridge made of prestressed Concrete, using influence matrix, Numerical Simulation and Iterative Algorithm, an adjusting method for suspender force of continuous beam arch combination bridge has been proposed. It uses Finite Element Numerical Model to calculate the influence matrix and Iterative Algorithm to calculate the suspender force. When rely on this project, the error could be under 0.05% through finite iterative algorithm. And the feasibility has been tested in the completed bridge. It turns out that the error of the measured suspender force of the completed bridge is smaller than that in the design.



Sign in / Sign up

Export Citation Format

Share Document