集成流体作动器的大型自适应混凝土梁研究

Timon Burghardt, Christian Kelleter, Matthias Bosch, Markus Nitzlader, Matthias Bachmann, Hansgeorg Binz, Lucio Blandini, Werner Sobek
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引用次数: 7

摘要

随着世界人口的不断增长,对新建筑的需求也在不断增加。由于材料资源有限,采用传统的施工方法是无法满足这种需求的。自适应结构提供了一种新的资源节约方法。使用传感器、执行器和控制单元,结构能够适应负载,例如,补偿变形。由于变形在弯曲应力承重结构的设计中占主导地位,与传统设计相比,适应性使这种结构能够使用更少的材料并获得相同的承载能力。本文介绍了一种典型建筑尺寸的混凝土梁,该梁采用集成流体致动器补偿挠度。这些执行机构提供了对一般负载作出最佳反应的可能性。该研究是在一个带有集成液压执行器的大约4米长的梁上进行的。为了确保整体功能,梁和液压系统的精确尺寸是必须的。对梁和驱动系统进行了解析设计,进行了预尺寸设计。实验验证了该功能,并证明了自适应光束的工作原理。完全补偿偏转是可能的。因此,与传统梁相比,在相同的材料输入下,承载能力的显著增加是可能的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Investigation of a large-scale adaptive concrete beam with integrated fluidic actuators

Investigation of a large-scale adaptive concrete beam with integrated fluidic actuators

As the world population keeps growing, so does the demand for new construction. Considering material resources are limited, it will be unfeasible to meet such demand employing conventional construction methods. A new resource-saving approach is provided by adaptive structures. Using sensors, actuators and control units, structures are enabled to adapt to loads, for example, to compensate for deformations. Since deformations are dominant in the design of bending-stressed load-bearing structures, adaptivity enables such structures to be realized using less material and achieving the same load-bearing capacity in comparison to conventional designs. This article presents a concrete beam of typical building dimensions that compensates deflections by means of integrated fluidic actuators. These actuators offer the possibility of reacting optimally to general loading. The investigation is carried out on an approximately 4-m-long beam with integrated hydraulic actuators. To ensure the overall functionality, accurate dimensioning of the beam as well as the hydraulic system is mandatory. Analytical design of the beam and actuation system are carried out for predimensioning. Experimental testing validates the function and demonstrates that the adaptive beam works as predicted. A fully compensation in deflection is possible. Therefore, a significant increase in load-bearing capacity is possible with the same material input compared to conventional beams.

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