Real-time force control for servo-hydraulic actuator systems using adaptive time series compensator and compliance springs

被引:44
作者
Chae, Yunbyeong [1 ]
Rabiee, Ramin [1 ]
Dursun, Abdullah [1 ]
Kim, Chul-Young [2 ]
机构
[1] Old Dominion Univ, Dept Civil & Environm Engn, Norfolk, VA 23529 USA
[2] Myongji Univ, Dept Civil & Environm Engn, Yongin, Gyeonggi Do, South Korea
关键词
effective force testing; real-time force control; real-time hybrid simulation; SEISMIC SIMULATION;
D O I
10.1002/eqe.2994
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Servo-hydraulic actuators have been widely used for experimental studies in engineering. They can be controlled in either displacement or force control mode depending on the purpose of a test. It is necessary to control the actuators in real time when the rate-dependency effect of a test specimen needs to be accounted for under dynamic loads. Real-time hybrid simulation (RTHS) and effective force testing (EFT) method, which can consider the rate-dependency effect, have been known as viable alternatives to the shake table testing method. Due to the lack of knowledge in real-time force control, however, the structures that can be tested with RTHS and EFT are fairly limited. For instance, satisfying the force boundary condition for axially stiff members is a challenging task in RTHS, while EFT has a difficulty to be implemented for nonlinear structures. In order to resolve these issues, this paper introduces new real-time force control methods utilizing the adaptive time series (ATS) compensator and compliance springs. Unlike existing methods, the proposed force control methods do not require the structural modeling of a test structure, making it easy to be implemented especially for nonlinear structures. The force tracking performance of the proposed methods is evaluated for a small-scale steel mass block system with a magneto-rheological damper subjected to various target forces. Accuracy, time delay, and resonance response of these methods are discussed along with their force control performance for an axially stiff member. Overall, a satisfactory force tracking performance was observed by using the proposed force control methods.
引用
收藏
页码:854 / 871
页数:18
相关论文
共 17 条
[1]  
[Anonymous], OPEN SYSTEM EARTHQUA
[2]   Experimental study on the rate-dependency of reinforced concrete structures using slow and real-time hybrid simulations [J].
Chae, Yunbyeong ;
Park, Minseok ;
Kim, Chul-Young ;
Park, Young Suk .
ENGINEERING STRUCTURES, 2017, 132 :648-658
[3]   Adaptive time series compensator for delay compensation of servo-hydraulic actuator systems for real-time hybrid simulation [J].
Chae, Yunbyeong ;
Kazemibidokhti, Karim ;
Ricles, James M. .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2013, 42 (11) :1697-1715
[4]   Effective force testing: A method of seismic simulation for structural testing [J].
Dimig, J ;
Shield, C ;
French, C ;
Bailey, F ;
Clark, A .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1999, 125 (09) :1028-1037
[5]   ROLE OF CONTROL-STRUCTURE INTERACTION IN PROTECTIVE SYSTEM-DESIGN [J].
DYKE, SJ ;
SPENCER, BF ;
QUAST, P ;
SAIN, MK .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1995, 121 (02) :322-338
[6]   Experimental Investigations of Loading Rate Effects in Reinforced Concrete Columns [J].
Ghannoum, W. ;
Saouma, V. ;
Haussmann, G. ;
Polkinghorne, K. ;
Eck, M. ;
Kang, D-H. .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2012, 138 (08) :1032-1041
[7]   Experimental investigation of the behavior of RC bridge piers subjected to horizontal and vertical earthquake motion [J].
Kim, Sung Jig ;
Holub, Curtis J. ;
Elnashai, Amr S. .
ENGINEERING STRUCTURES, 2011, 33 (07) :2221-2235
[8]   Implementation and application of the unconditionally stable explicit parametrically dissipative KR-α method for real-time hybrid simulation [J].
Kolay, Chinmoy ;
Ricles, James M. ;
Marullo, Thomas M. ;
Mahvashmohammadi, Akbar ;
Sause, Richard .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2015, 44 (05) :735-755
[9]  
Mahin SA., 2017, P 16 WORLD C EARTHQ
[10]  
Nakada N, 2013, J SOUND VIB