A dynamic model of mobile concrete pump boom based on discrete time transfer matrix method

Wu REN, Yunxin WU, Zhaowei ZHANG

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PDF(261 KB)
Front. Mech. Eng. ›› 2013, Vol. 8 ›› Issue (4) : 360-366. DOI: 10.1007/s11465-013-0280-8
RESEARCH ARTICLE
RESEARCH ARTICLE

A dynamic model of mobile concrete pump boom based on discrete time transfer matrix method

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Abstract

Mobile concrete pump boom is typical multi-body large-scale motion manipulator. Due to posture constantly change in working process, kinematic rule and dynamic characteristic are difficult to solve. A dynamics model of a mobile concrete pump boom is established based on discrete time transfer matrix method (DTTMM). The boom system is divided into sub-structure A and sub-structure B. Sub-structure A is composed by the 1st boom and hydraulic actuator as well as the support. And sub-structure B is consists of the other three booms and corresponding hydraulic actuators. In the model, the booms and links are regarded as rigid elements and the hydraulic cylinders are equivalent to spring-damper. The booms are driven by the controllable hydraulic actuators. The overall dynamic equation and transfer matrix of the model can be assembled by sub-structures A and B. To get a precise result, step size and integration parameters are studied then. Next the tip displacement is calculated and compared with the result of ADAMS software. The displacement and rotation angle curves of the proposed method fit well with the ADAMS model. Besides it is convenient in modeling and saves time. So it is suitable for mobile concrete pump boom real-time monitoring and dynamic analysis. All of these provide reference to boom optimize and engineering application of such mechanisms.

Keywords

multi-body / mobile concrete pump boom / discrete time transfer matrix method (DTTMM) / kinematic / dynamic / tip displacement

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Wu REN, Yunxin WU, Zhaowei ZHANG. A dynamic model of mobile concrete pump boom based on discrete time transfer matrix method. Front Mech Eng, 2013, 8(4): 360‒366 https://doi.org/10.1007/s11465-013-0280-8

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Acknowledgements

This work was supported by the National High Technology Research and Development Program of China (863 Program) (Nos. 2008AA042801 and 2008AA042802).

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2014 Higher Education Press and Springer-Verlag Berlin Heidelberg
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