Substantiation of the design strength parameters for a service-lifetime test stand

A. G. Pastukhov

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Substantiation of the design strength parameters for a service-lifetime test stand

机译：使用寿命试验台设计强度参数的证实

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摘要

Based on computations of strength parameters, the main units and mechanisms of a service-lifetime test stand for cardan joints are designed.

机译：在计算强度参数的基础上，设计了万向节使用寿命试验台的主要装置和机构。

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《Russian physics journal》 |2007年第11期|共6页
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A. G. Pastukhov;
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正文语种 eng
中图分类物理学;
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专利

1. Substantiation of the design strength parameters for a service-lifetime test stand [J] . A. G. Pastukhov Russian physics journal . 2007,第11期

机译：使用寿命试验台设计强度参数的证实
2. Substantiation of parameters and estimation of strength for basic structural units of axial tunnel fan [J] . Popov N. A., Krasyuk A. M., Russky E. Yu., Journal of Mining Scinece . 2015,第6期

机译：轴向隧道风扇基本结构单元的参数和力量估算
3. Experimental substantiation of parameters and strength characteristics of new endodontic-endoosseous implant construction [J] . Arutiunov SD, Chumachenko EN, Gvetadze RSh, Стоматология . 2005,第5期

机译：新型牙髓-骨内种植体结构的参数和强度特性的实验证实
4. BIRD STRIKE SUBSTANTIATION OF A ROTOR COMPONENT BY SIMULATION - TEST CORRELATION, RESIDUAL STRENGTH CAPABILITY [C] . E. Laillet, A. Vagnot, L. Richer, European Rotorcraft Forum . 2014

机译：通过模拟-试验相关性，残余强度能力对转子零件进行鸟打击
5. Insitu determination of residual soil shear strength parameters using the standard penetration test with torque. [D] . Cottingham, Marcus Allen. 2010

机译：使用带扭矩的标准穿透试验现场确定残余土壤抗剪强度参数。
6. The Strengths and Difficulties Questionnaire and standardized academic tests: Reliability across respondent type and age [O] . Maria Keilow, Hans Henrik Sievertsen, Janni Niclasen, 2012

机译：优缺点问卷和标准化的学术测试：受访者类型和年龄之间的可靠性
7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。
8. Testen van Software voor Het Schatten van Toestandsruimte Parameters (Testing of Software for the Estimation of State Space Parameters) [R] . Scheepers, J. A. M. 1986

机译：Testen van software voor Het schatten van Toestandsruimte参数（用于估计状态空间参数的软件测试）

Substantiation of the design strength parameters for a service-lifetime test stand

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