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A Scalar Acoustic Equation for Gases, Liquids, and Solids, Including Viscoelastic Media
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作者 Eugen Mamontov Viktor Berbyuk 《Journal of Applied Mathematics and Physics》 2014年第10期960-970,共11页
The work deals with a mathematical model for real-time acoustic monitoring of material parameters of media in multi-state viscoelastic engineering systems continuously operating in irregular external environments (e.g... The work deals with a mathematical model for real-time acoustic monitoring of material parameters of media in multi-state viscoelastic engineering systems continuously operating in irregular external environments (e.g., wind turbines in cold climate areas, aircrafts, etc.). This monitoring is a high-reliability time-critical task. The work consistently derives a scalar wave PDE of the Stokes type for the non-equilibrium part (NEP) of the average normal stress in a medium. The explicit expression for the NEP of the corresponding pressure and the solution-adequateness condition are also obtained. The derived Stokes-type wave equation includes the stress relaxation time and is applicable to gases, liquids, and solids. 展开更多
关键词 ACOUSTIC Monitoring Gas Liquid or Solid ACOUSTIC EQUATION Visoelastic Media STRESS Relaxation Time Average Normal STRESS the Stokes-Type Wave EQUATION
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The Third-Order Viscoelastic Acoustic Model Enables an Ice-Detection System for a Smart Deicing of Wind-Turbine Blade Shells
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作者 Eugen Mamontov Viktor Berbyuk 《Journal of Applied Mathematics and Physics》 2016年第10期1949-1976,共28页
The present work is based on the third-order partial differential equation (PDE) of acoustics of viscoelastic solids for the quasi-equilibrium (QE) component of the average normal stress. This PDE includes the stress-... The present work is based on the third-order partial differential equation (PDE) of acoustics of viscoelastic solids for the quasi-equilibrium (QE) component of the average normal stress. This PDE includes the stress-relaxation time (SRT) for the material and is applicable at any value of the SRT. The notion of a smart deicing system (SDS) for blade shells (BSs) of a wind turbine is specified. The work considers the stress in a BS as the one caused by the operational load on the BS. The work develops key design issues of a prospective ice-detection system (IDS) able to supply an array of the heating elements of an SDS with the element-individual spatiotemporal data and procedures for identification of the material parameters of atmospheric-ice (AI) layer accreted on the outer surfaces of the BSs. Both the SDS and IDS flexibly allow for complex, curvilinear and space-time-varying shapes of BSs. The proposed IDS presumes monitoring of the QE components of the normal stresses in BSs. The IDS is supposed to include an array of pressure-sensing resistors, also known as force-sensing resistors (FSRs), and communication hardware, as well as the parameter-identification software package (PISP), which provides the identification on the basis of the aforementioned PDE and the data measured by the FSRs. The IDS does not have hardware components located outside the outer surfaces of, or implanted in, BSs. The FSR array and communication hardware are reliable, and both cost- and energy-efficient. The present work extends methods of structural-health/operational-load monitoring (SH/OL-M) with measurements of the operational-load-caused stress in closed solid shells and, if the prospective PISP is used, endows the methods with identification of material parameters of the shells. The identification algorithms that can underlie the PISP are computationally efficient and suitable for implementation in the real-time mode. The identification model and algorithms can deal with not only the single-layer systems such as the BS layer wi 展开更多
关键词 Non-Equilibrium Deformable Solid System Quasi-Equilibrium Mechanical Variable Average Normal Stress Pressure-Sensing Resistor Acoustics of Viscoelastic Solids Third-Order Partial Differential Equation Shell of a Blade of a Wind Turbine Atmospheric Ice Smart Deicing Structural-Health/Operational-Load Monitoring Identification of Material Parameters
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粗粒料静止侧压力系数及其变形特性试验
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作者 朱俊高 蒯青青 +1 位作者 王思睿 褚福永 《工程科学与技术》 EI CAS CSCD 北大核心 2023年第4期162-168,共7页
土体的静止侧压力系数K_0是其重要的力学参数之一,合理地确定土体的K_0系数对土工结构应力变形的准确计算有重要的理论意义与实用价值。然而,准确测量土体的K_0系数并不容易,对粗颗粒土则更加困难。目前,能研究粗颗粒土K_0的试验仪器极... 土体的静止侧压力系数K_0是其重要的力学参数之一,合理地确定土体的K_0系数对土工结构应力变形的准确计算有重要的理论意义与实用价值。然而,准确测量土体的K_0系数并不容易,对粗颗粒土则更加困难。目前,能研究粗颗粒土K_0的试验仪器极少,对K_0系数的研究成果相应地也很少,而关于粗颗粒土在不同初始孔隙比下K_0系数的变化规律的研究几乎空白。为研究粗颗粒土的静止侧压力系数在不同初始孔隙比下的变化规律,研制了一种新型K_0试验仪。该仪器既能用于测定粗颗粒土的K_0系数,也可用于一般黏土或砂土K_0的测定,且可用于高应力条件下。对某级配粗粒料进行了不同初始孔隙比状态下的K_0压缩试验。试验粗颗粒土的母岩为似斑花岗岩,颗粒粒径范围<20 mm。试样高度为8 cm,直径为10 cm,初始孔隙比为0.3、0.4、0.5、0.6,试验最大竖向压力为3.7 MPa。结果表明:当对试验粗粒料在K_0状态下加载时,侧向应力与竖向应力之间呈现较好的线性关系,K_0为常数。初始孔隙比为0.3、0.4、0.5、0.6时,K_0的范围为0.30~0.45,孔隙比对K_0系数的影响显著;粗粒料的静止侧压力系数随着初始孔隙比的增加而增加,且两者之间近似呈直线关系;不同初始孔隙比条件下,试样的体积应变与平均正应力(或竖向应力)之间可用幂函数拟合;提出能够反映不同初始孔隙比的粗粒料K_0条件下的应力应变关系经验公式。 展开更多
关键词 静止侧压力系数 粗粒料 初始孔隙比 体积应变 平均正应力
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坚固体孕震模式前兆场演化的数值模拟
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作者 聂永安 陈宇坤 《东北地震研究》 1999年第4期1-8,共8页
本文针对华北地区的构造、应力场特征及介质特性,建立了华北地区具有代表性 的坚固体孕震模型.对具有前兆观测意义的地表垂直位移场和近地表平均正应力场进行了 模拟计算,并通过与均匀分层模型结果的对比,得出了地表垂直位移和近地... 本文针对华北地区的构造、应力场特征及介质特性,建立了华北地区具有代表性 的坚固体孕震模型.对具有前兆观测意义的地表垂直位移场和近地表平均正应力场进行了 模拟计算,并通过与均匀分层模型结果的对比,得出了地表垂直位移和近地表平均正应力 的分布及其动态时空发展过程.结果表明,坚固体和下地壳隐伏断层的存在均可形成地表 位移场和近地表应力场的异常,该异常随外荷载的增大呈加速增强趋势,因而具有很重要 的前兆意义. 展开更多
关键词 坚固体 数值模拟 前兆场 垂直位移 平均正应力 孕震模式 地震
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