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Development of Graphite Jig-Assembly for High Temperature Interlaminar Shear Strength Testing with Double-Notched Specimen Configuration Subjected to Compressive Load

机译：高温层间剪切强度试验的石墨夹具组件的研制，双缺口样本配置对压缩载荷进行

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Yasuhiro Tanabe; Hajime Ishii; Shin Nakanishi; Takashi Akatsu; Eiichi Yasuda;
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年度 2002
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1. Development of Graphite Jig-Assembly for High Temperature Interlaminar Shear Strength Testing with Double-Notched Specimen Configuration Subjected to Compressive Load [J] . Yasuhiro Tanabe, Hajime Ishii, Shin Nakanishi 炭素 . 2002,第203期

机译：承受压缩载荷的双缺口试样构型用于高温层间剪切强度测试的石墨夹具组件的开发
2. Development of Graphite Jig-Assembly for High Temperature Interlaminar Shear Strength Testing with Double-Notched Specimen Configuration Subjected to Compressive Load [J] . Yasuhiro Tanabe, Hajime Ishii, Shin Nakanishi 炭素 . 2002,第203期

机译：高温层间剪切强度试验的石墨夹具组件的研制，双缺口试样配置进行压缩载荷
3. Modified double-notched specimen for ultra-high temperatures shear-strength testing of carbon/carbon composites [J] . Xu Chenghai, Meng Songhe, Jin Hua, Journal of the European Ceramic Society . 2019,第15期

机译：用于超高温剪切强度试验的改良双缺口样本碳/碳复合材料
4. Compressive Strength Testing of Concrete Paving Units: Research on Configuration of Tested Specimens and Effects of Variables in Specimen Capping [C] . Craig Walloch, Nicholas Lang, David R. Smith Symposium on masonry . 2014

机译：混凝土摊铺单元的抗压强度测试：被测样件的构型和试件顶盖变量的影响研究
5. Size effect in normal and high-strength concrete cylinders subjected to static and dynamic axial compressive loads. [D] . Elfahal, Motaz M. 2002

机译：承受静态和动态轴向压缩载荷的普通和高强度混凝土圆柱体的尺寸效应。
6. Shear bond strength of zirconia to resin: The effects of specimen preparation and loading procedure [O] . Bingzhuo Chen, Lu Yang, Zhicen Lu, 2019

机译：氧化锆与树脂的剪切粘结强度：样品制备和加载程序的影响
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. Effects of Method of Loading and Specimen Configuration on Compressive Strength of Graphite/Epoxy Composite Materials [R] . Clark, R. K., Lisagor, W. B. 1980

机译：载荷法和试样配置对石墨/环氧复合材料抗压强度的影响

Development of Graphite Jig-Assembly for High Temperature Interlaminar Shear Strength Testing with Double-Notched Specimen Configuration Subjected to Compressive Load

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