Theoretical analysis and experimental investigation of hysteretic performance of self-centering variable friction damper braces

2020 ◽  
Vol 217 ◽  
pp. 110779
Author(s):  
Yongwei Wang ◽  
Zhen Zhou ◽  
Qin Xie ◽  
Linjie Huang
Keyword(s):  
Experimental Investigation ◽  
Theoretical Analysis ◽  
Friction Damper ◽  
Hysteretic Performance ◽  
Variable Friction

Theoretical analysis and experimental investigation of flame trajectory of horizontal subsonic jet diesel spray under sub-atmospheric pressure

Fuel ◽  
2021 ◽  
Vol 306 ◽  
pp. 121645
Author(s):  
Kai Xie ◽  
He Liu ◽  
Yunjing Cui ◽  
Gan Cui ◽  
Xingqi Qiu ◽  
...  
Keyword(s):  
Experimental Investigation ◽  
Theoretical Analysis ◽  
Atmospheric Pressure ◽  
Diesel Spray ◽  
Subsonic Jet

Theoretical and experimental investigation of position-controlled semi-active friction damper for seismic structures

2018 ◽  
Vol 412 ◽  
pp. 184-206 ◽  
Author(s):  
Lyan-Ywan Lu ◽  
Tzu-Kang Lin ◽  
Rong-Jie Jheng ◽  
Hsin-Hsien Wu
Keyword(s):  
Experimental Investigation ◽  
Friction Damper ◽  
Active Friction

Theoretische Analyse eines neuen Loslagerkonzepts*/Theoretical analysis of a new floating bearing - The simulated operational behavior of FRB bearings in comparison to reference bearings

2015 ◽  
Vol 105 (05) ◽  
pp. 285-290
Author(s):  
C. Brecher ◽  
M. Fey ◽  
J. Falker
Keyword(s):  
Experimental Investigation ◽  
Theoretical Analysis ◽  
High Speed ◽  
Contact Point ◽  
Ball Bearings ◽  
Roller Bearings ◽  
Cylindrical Roller ◽  
Bearing System

Das Floating-Roller-Ball (FRB)-Lager ist ein Konzept für Radiallager als Loslager für Hochgeschwindigkeits-Motorspindeln, das die Vorteile von Zylinderrollenlagern und angestellten Mehrpunktlagern in einer neuen Wälzkörpergeometrie kombiniert. Zur Auslegung des ersten Prototyps wurde mithilfe eines Berechnungstools das theoretische Betriebsverhalten untersucht. Die Berechnungsergebnisse liefern Randbedingungen als Grundlage zur experimentellen Untersuchung des Lagerkonzepts.   Floating roller ball bearings provide a new floating bearing system for high-speed motor spindles, combining the advantages of both cylindrical roller bearings and elastically mounted multi-contact point bearings in a new roller geometry. To design the first prototype, the operational behavior of the bearing system was analyzed theoretically by a new calculation tool. The results provide the basis for the experimental investigation of the bearing concept.

Research on Hydroforming of Bimetallic Lined Pipe

2010 ◽  
Vol 97-101 ◽  
pp. 4172-4177 ◽  
Author(s):  
Qin Zhu Chen ◽  
Xue Sheng Wang ◽  
Zheng Bian Wang
Keyword(s):  
Experimental Investigation ◽  
Theoretical Analysis ◽  
Industrial Production ◽  
New Technology ◽  
Expansion Method ◽  
Technical Characteristic ◽  
Stress And Strain ◽  
Hydroforming Process ◽  
Outer Pipe

A new kind of hydraulic expansion device for bimetallic CRA-lined pipe has been researched and developed, as well as its operational principal and technical characteristic were introduced. The stress and strain in the liner and outer pipe during the hydroforming process have been analyzed theoretically and the mechanism of hydraulic expansion method is studied, and the final forming pressure formula has been obtained. The theoretical analysis is verified by experimental investigation, the results indicate that the new technology is feasible and can be applied in industrial production.

Passive Variable Friction Damper for Increased Structural Resilience to Multi-Hazard Excitations

2018 ◽  
Author(s):  
Austin Downey ◽  
MohammadKazem Sadoughi ◽  
Liang Cao ◽  
Simon Laflamme ◽  
Chao Hu
Keyword(s):  
Structural Control ◽  
Seismic Event ◽  
Active Damping ◽  
Friction Damper ◽  
Strength Based ◽  
Story Drift ◽  
Variable Friction ◽  
Wind Events ◽  
Better Than ◽  
Damping Systems

Structural control systems, including passive, semi-active and active damping systems, are used to increase structural resilience to multi-hazard excitations. While semi-active and active damping systems have been investigated for the mitigation of multi-hazard excitations, their requirement for real-time controllers and power availability limit their usefulness. This work proposes the use of a newly developed passive variable friction device for the mitigation of multi-hazard events. This passive variable friction device, when installed in a structure, is capable of mitigating different hazards from wind and ground motions. In wind events, the device ensures serviceability, while during earthquake events, the device reduces the building’s inter-story drift to maintain strength-based motion requirements. Results show that the passive variable friction device performs better than a traditional friction damper during a seismic event while not compromising any performance during wind events.

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