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Improvement of Joinability in Mechanical Clinching of Ultra-high Strength Steel Sheets Using Counter Pressure with Ring Rubber

机译：使用环形橡胶反压提高超高强度钢板机械压接的连接性

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Abe Yohei; Nihsino Shoma; Mori Ken-ichiro; Saito Takato;
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年度 2014
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1. Mechanical clinching of ultra-high strength steel sheets and strength of joints [J] . Yohei Abe, Toru Kato, Ken-ichiro Mori, Journal of Materials Processing Technology . 2014,第10期

机译：机械压接超高强度钢板和接头强度
2. Rectangular shear clinching for joining of ultra-high strength steel sheets [J] . Yohei Abe, Takato Saito, Kazuma Nakagawa, Procedia Manufacturing . 2018,第4期

机译：矩形剪切压接，用于连接超高强度钢板
3. Wear Study of Mechanical Clinching Dies During Joining of Advanced High-Strength Steel Sheets [J] . Kascak L., Mucha J., Spisak E., Strength of Materials . 2017,第5期

机译：高强度钢板加合机械铆入模具的磨损研究
4. Improvement of joinability in mechanical clinching of ultra-high strength steel sheets using counter pressure with ring rubber [C] . Yohei Abe, Shoma Nihsino, Ken-ichiro Mori International Conference on Technology of Plasticity . 2014

机译：用环橡胶压力改进超高强度钢板机械铆接的可加工性
5. A Study of Processing, Microstructure and Mechanical Properties of Ultra-High Strength Microalloyed Steel Hot Band Coils for Automotive Applications [D] . Ma, Bing. 2017

机译：汽车用超高强度微合金钢热轧带钢的加工，组织和力学性能研究
6. Mechanical Joining of Fibre Reinforced Polymer Composites to Metals—A Review. Part II: Riveting Clinching Non-Adhesive Form-Locked Joints Pin and Loop Joining [O] . Anna Galińska, Cezary Galiński 2020

机译：纤维增强聚合物复合材料与金属的机械连接 - 评论。第二部分：铆接铆接非粘性形状锁定的接头销和环路
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。

Improvement of Joinability in Mechanical Clinching of Ultra-high Strength Steel Sheets Using Counter Pressure with Ring Rubber

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