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3D混凝土打印进程中柱壳结构的力学性能研究

刘轩廷 孙博华

刘轩廷, 孙博华. 3D混凝土打印进程中柱壳结构的力学性能研究[J]. 工程力学, 2023, 40(1): 180-189, 200. doi: 10.6052/j.issn.1000-4750.2021.08.0605
引用本文: 刘轩廷, 孙博华. 3D混凝土打印进程中柱壳结构的力学性能研究[J]. 工程力学, 2023, 40(1): 180-189, 200. doi: 10.6052/j.issn.1000-4750.2021.08.0605
LIU Xuan-ting, SUN Bo-hua. ANALYSIS OF MECHANICAL PERFORMANCES OF CYLINDER IN 3D CONCRETE PRINTING PROCESSES[J]. Engineering Mechanics, 2023, 40(1): 180-189, 200. doi: 10.6052/j.issn.1000-4750.2021.08.0605
Citation: LIU Xuan-ting, SUN Bo-hua. ANALYSIS OF MECHANICAL PERFORMANCES OF CYLINDER IN 3D CONCRETE PRINTING PROCESSES[J]. Engineering Mechanics, 2023, 40(1): 180-189, 200. doi: 10.6052/j.issn.1000-4750.2021.08.0605

3D混凝土打印进程中柱壳结构的力学性能研究

doi: 10.6052/j.issn.1000-4750.2021.08.0605
详细信息
    作者简介:

    刘轩廷(1996−),男(畲族),江西兴国人,硕士生,主要从事3D混凝土打印进程力学研究(E-mail: liuxuanting@xauat.edu.cn)

    通讯作者:

    孙博华(1963−),男,江苏徐州人,教授,博士,南非科学院院士,主要从事应用数学与力学研究(E-mail: sunbohua@xauat.edu.cn)

  • 中图分类号: TU33+3;O343.9

ANALYSIS OF MECHANICAL PERFORMANCES OF CYLINDER IN 3D CONCRETE PRINTING PROCESSES

  • 摘要: 3D混凝土打印(3DCP)技术由于其快速制造的优势,在过去几十年里得到了迅速的发展。然而,在印刷过程中仍有许多问题需要解决,例如:目前的相关研究尚未建立能准确预测与分析3DCP圆柱壳的力学模型。该文利用 Goldenveizer-Novozhilov壳体理论,加入打印进程参数,包括打印速率、打印材料固化特征、柱壳几何特征、以及自重作用影响,对3DCP圆柱壳的两种破坏机理:弹性屈曲和塑性破坏进行了分析,并在此基础上描述了柱壳形直立墙弹性屈曲与塑性坍塌间的竞争关系。参数模型、有限元模拟与已有相关试验的对比结果表明:该文提出的模型可以较好地预测3DCP圆柱壳的失效高度与失效形式,并为找寻最佳打印参数集给予理论指导。
  • 图  1  柱壳在自重作用下示意图

    Figure  1.  Cylinder under self-weight

    图  2  3D打印进程中失效机制示意图

    Figure  2.  Failure mechanism of cylinder in 3D concrete printing (3DCP) processes

    图  3  柱壳打印截面示意图

    Figure  3.  3D printed section of a cylinder

    图  4  塑性坍塌长度${\overline l_{\rm{p}}}$随固化速率${\overline \xi _{\text{σ}} }$变化曲线图

    Figure  4.  Plastic collapse length ${\overline l_{\rm{p}}}$ vs. curing rate ${\overline \xi _{\text{σ}} }$

    图  5  无量纲屈曲长度 ${\overline l_{{\rm{cr}}}}$随无量纲固化速率${\overline \xi _{\rm{E}}}$变化曲线

    Figure  5.  Critical buckling length ${\overline l_{{\rm{cr}}}}$ vs. curing rate ${\overline \xi _{\rm{E}}}$

    图  6  3DCP圆柱壳临界屈曲长度${\overline l_{{\rm{cr}}}}$随固化速率${\overline \xi _{\rm{E}}}$变化曲线

    Figure  6.  Critical buckling length ${\overline l_{{\rm{cr}}}}$ vs. curing rate ${\overline \xi _{\rm{E}}}$ for 3DCP cylinder

    图  7  3DCP圆柱壳失效机制

    Figure  7.  The failure mechanism of 3DCP cylinder

    图  8  3DCP圆柱壳圆角梯形层截面示意图

    Figure  8.  Rounded trapezoid schematic diagram of 3DCP cylinder model

    图  9  FEM与实验对比图

    Figure  9.  Comparison of FEM and experiment

    图  10  3DCP圆柱壳圆角矩形层截面示意图

    Figure  10.  Rounded rectangle schematic diagram of 3DCP cylinder model

    图  11  最大径向位移$ {w_{\max }} $随层高变化曲线

    Figure  11.  Max. radial deflection $ {w_{\max }} $ vs. layer number

    图  12  3DCP圆柱壳无量纲失效长度$\bar{l}$随径厚比${r \mathord{\left/ {\vphantom {r h}} \right. } h}$变化图

    Figure  12.  The dimensionless failure length $\bar{l}$ of 3DCP cylinders vs. the radius-thickness ratio ${r \mathord{\left/ {\vphantom {r h}} \right. } h}$

    表  1  无量纲参数与其物理含义

    Table  1.   Dimensionless parameter and physical significance

    无量纲参数补充公式 物理含义
    $\overline w = {w / h}$径向位移
    $\overline r = {\left( {\dfrac{{\rho gh}}{{{D_0}}}} \right)^{{1 / 3}}}r$${D_0} = \dfrac{{{E_0}{h^3}}}{{12\left( {1 - {\nu ^2}} \right)}}$柱壳半径
    $\overline h = {\left( {\dfrac{{\rho gh}}{{{D_0}}}} \right)^{{1 / 3}}}h$柱壳厚度
    ${\overline l_{\rm cr} } = {\overline \xi _{\rm{E}}}\kappa = {\left( {\dfrac{ {\rho gh} }{ { {D_0} } } } \right)^{ {1 / 3} } }{l_{\rm cr} }$$\kappa = \dfrac{ { {\xi _{\rm{E}}}l} }{ {\dot l} }$屈曲长度
    ${\overline \xi _{\rm{E} } } = {\left( {\dfrac{ { {D_0} } }{ {\rho gh} } } \right)^{ {1 /3} } }\dfrac{ { {\xi _{\rm{E}}} } }{ {\dot l} }$固化速率
    下载: 导出CSV

    表  2  相关工作失效层数对比

    Table  2.   Comparison of failure layer number with related work

    相关工作 实验模拟理论
    Wolfs等[17]2946
    Ooms等[22]42.69~52
    本文工作2925.8
    下载: 导出CSV
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  • 收稿日期:  2021-08-05
  • 修回日期:  2021-10-21
  • 网络出版日期:  2021-11-02
  • 刊出日期:  2023-01-01

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