• Title/Summary/Keyword: The automated strut

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A development of the automated system for adjusting the 6 D.O.F circular fixator

  • Jung, Sang-Gil;Park, Bum-Seok;Sim, Hyung-Joon;Jang, Jae-Ho;Han, Chang-Soo;Han, Jung-Soo
    • 제어로봇시스템학회:학술대회논문집
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    • 2004.08a
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    • pp.1642-1647
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    • 2004
  • In this article, we present the development of the automated system for adjusting the 6 D.O.F circular fixator. The system includes scheduling software to adjust the Hexapod Circular Fixator (HCF) and an automated strut system with the ability of the multiple synchronized motion. HCF was designed to control a 6 degree-of-freedom Ilizarove fixator and it's mechanism is known as the Stewart Platform. HCF scheduler evaluates each value of altered length of the HCF struts to correct the complex skeletal deformity by using the X-ray data of the patient. The data of HCF scheduler feed into the automated strut system which be able to provide the scheduled adjustment and the automated strut is synchronized by input data.

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A Development of the Automated System for Adjusting the Hexapod Circular Fixator (6자유도 원형체외고정기 조정을 위한 자동화 시스템 개발에 관한 연구)

  • Jung S. G.;Park B. S.;Sim H. J.;Han C. S.;Han J. S.
    • Journal of Biomedical Engineering Research
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    • v.25 no.6
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    • pp.505-510
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    • 2004
  • In this article, we present an automated system for adjusting the 6 degree of freedom (D.O.F.) circular fixator. The system includes a scheduling software to adjust the Hexapod Circular Fixator (HCF) and an automated strut with the ability of the multiple synchronized motion and independent motion. The HCF was designed to control a 6 D.O.F. Ilizarov fixator and it's mechanism. The HCF adjustment software evaluates each value of altered length of the HCF struts to correct the complex skeletal deformity by using the X-ray data of the patient. The data of HCF adjustment software feed into the automated strut system which provides the scheduled adjustment. Then, the automated strut is synchronized by input data. Also the data of HCF adjustment software can be used to adjust HCF without automated struts. The proposed HCF system was verified by experiments.

A Study on the Improvement of the Strut for the HCF - Motorized Strut & Digital Gage (HCF용 스트럿의 개선을 위한 연구 - Motorized Strut & Digital Gage)

  • 심형준;한창수
    • Proceedings of the Korean Society of Machine Tool Engineers Conference
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    • 2001.10a
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    • pp.263-268
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    • 2001
  • Two ways of improvement of the strut for the HCF was made in this paper. The strut for the existing HCF is a passive link, which results the posture of the HCF and related bones. The accuracy of the HCF depends on the accuracy of the strut length. A "digital gage" was proposed to increase the accuracy of the strut by presenting the measuring result as figures in manual mode operation. And a "motorized strut system" was designed for the automated HCF operation. A strut was equipped with a motor, "motorized strut" can be operated manually and automatically. In automatic mode, the HCF operating data is generated by the HCF schedule package in PC and is downloaded to the "motorized strut system" controller. By these two improvements, changes in orthopedic equipments like HCF and other Ilizarov fixators are expected.

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Automated nonlinear design of reinforced concrete D regions

  • Amini Najafian, Hamidreza;Vollum, Robert L.
    • Structural Engineering and Mechanics
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    • v.46 no.1
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    • pp.91-110
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    • 2013
  • This paper proposes a novel iterative procedure for the design of planar reinforced concrete structures in which the reinforcement is designed for stresses calculated in a nonlinear finite element analysis. The procedure is intended as an alternative to strut and tie modeling for the design of complex structures like deep beams with openings. Practical reinforcement arrangements are achieved by grouping the reinforcement into user defined horizontal and vertical bands. Two alternative strategies are proposed for designing the reinforcement which are designated A and B. Design constraints are specified in terms of permissible stresses and strains in the reinforcement and strains in the concrete. A case study of a deep beam with an opening is presented to illustrate the method. Comparisons are made between design strategies A and B of which B is shown to be most efficient. The resulting reinforcement weights are also shown to compare favorably with those previously reported in the literature.