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Fabrication of Micro-Sized Specimen for Axial Compressive Strength Evaluation of Single Fiber Using UV Lithography and Its Testing Method

机译：用UV光刻制备单纤维轴向抗压强度评价的微尺寸样本及其测试方法

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Noriyo HORIKAWA; Yoshio HARUYAMA;
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年度 2012
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1. 考虑泊松效应的黏弹性轴向功能梯度Timoshenko微梁的尺寸依赖行为 [J] . 周博, 郑雪瑶, 康泽天, 东南大学学报（英文版） . 2020,第002期
2. 提高UV-LIGA制备金微细零件的尺寸精度研究 [J] . 曲宁松, 苏兴, 李寒松, 南京航空航天大学学报（英文版） . 2012,第004期
3. THREE SPECIMEN GEOMETRIES AND THREE METHODS OF DATA EVALUATION IN SINGLE-FIBER PULLOUT TESTS [J] . Mechanics of composite materials . 2019,第1期

机译：单纤维拉出试验中的三个标本几何和三种数据评估方法
4. THREE SPECIMEN GEOMETRIES AND THREE METHODS OF DATA EVALUATION IN SINGLE-FIBER PULLOUT TESTS [J] . Zhandarov S., Scheffler C., Maeder E., Mechanics of composite materials . 2019,第1期

机译：单纤维拉出试验中的三个标本几何和三种数据评估方法
5. Improved testing method for the compressive strength of single fiber [J] . Wang Changchun, Zhang Boming, Bai Guanghui Measurement . 2016,第Null期

机译：改进的单纤维抗压强度测试方法
6. 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
7. Characterizing compressive and fracture strengths of fiber reinforced composites using off-axis specimens. [D] . Bing, Qida. 2006

机译：使用离轴试样表征纤维增强复合材料的抗压强度和断裂强度。
8. The polarization modulation and fabrication method of two dimensional silica photonic crystals based on UV nanoimprint lithography and hot imprint [O] . Shuai Guo, Chunhui Niu, Liang Liang, -1

机译：基于UV纳米压印光刻和热压印的二维二氧化硅光子晶体的偏振调制与制备方法
9. 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。
10. Axial Compressive Strength of High Performance Polymer Fibers [R] . DeTeresa, S. J. 1985

机译：高性能聚合物纤维的轴向抗压强度

Fabrication of Micro-Sized Specimen for Axial Compressive Strength Evaluation of Single Fiber Using UV Lithography and Its Testing Method

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