Additive Manufacturing of a Cylindrical Arch of Viscoelastic Aging Material Under Gravity Action at various Modes of the Process

Dmitry A. Parshin , Vahram N. Hakobyan
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引用次数: 11

Abstract

The engineering problem of successive construction of a heavy circular vault (a cylindrical arch) on a smooth rigid horizontal base is studied. The constructed vault manifests properties of creep and aging. The construction goes by layer-by-layer buildup of a prefabricated residual stress-free vaulted preform originally installed on the base. A buildup process in which a large number of thin layers of additional material are successively attached to the interior cylindrical surface of the arch is considered. The process is modeled as a continuous accretion process, that is, an infinitely thin material layer is added to the solid on every infinitesimal time interval. The added material is assumed not to be prestressed. The sliding mounting of the vault to the base is assumed. The case of plane strain of the vault is examined. The initial-boundary value problems describing deformation process of the structure in question before, during and after its accretion within the framework of the linear theory of viscoelasticity of accreted solids are stated and solved analytically in series and quadratures. Numerous numeral calculations for different time modes of the viscoelastic vault constructing process are performed. The influence of the temporal characteristics of the process on obtained stress state of the constructed vault is investigated. Some practically relevant phenomena are discovered. Requirement of taking into account the gravity forces in the course of the whole constructing process but not only in the terminal structure configuration is shown convincingly.

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重力作用下粘弹性老化材料圆柱拱的增材制造
研究了在光滑刚性水平基础上连续施工大型圆拱顶(圆柱拱)的工程问题。所建拱顶具有蠕变和老化的特性。施工是由最初安装在基础上的预制残余无应力拱形预制体逐层堆积而成。考虑了在拱的内柱表面连续附着大量薄层附加材料的堆积过程。该过程被建模为一个连续的吸积过程,即在每一个无限小的时间间隔上向固体添加无限小的材料层。假定添加的材料没有预应力。假定拱顶滑动安装到基座上。研究了拱顶的平面应变情况。在堆积固体线性粘弹性理论的框架下,阐述了描述堆积前、堆积中和堆积后结构变形过程的初边值问题,并以级数和正交的形式进行了解析求解。对粘弹性拱顶施工过程的不同时间模式进行了大量的数值计算。研究了该过程的时间特性对得到的已建拱顶应力状态的影响。发现了一些与实际相关的现象。令人信服地说明了在整个施工过程中考虑重力的要求,而不仅仅是在末端结构配置中考虑重力。
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