ring tirante incorporated monoliticamente the stand element constituent parts of the hooks from the skis and similar footwear

• 1. 一种带有聚能环的支锅架及集成灶 [P] . 中国专利： CN215175314U . 2021-12-14
• 2. 一种带有聚能环的支锅架及集成灶 [P] . 中国专利： CN215336519U . 2021-12-28
• 3. hate to commit smontabilmente the constituent ring hook for ski boots and similar footwear [P] . IT1106720B . 1985-11-18

  机译： 讨厌对滑雪靴和类似鞋类的构成环挂钩作出要求

• 4. Closing and adjusting mechanism for e.g. ski helmet for winter sports, has closing element and adjusting element connected with connecting rings by hooks, where connecting rings are connected with helmet [P] . 德国专利： DE102013200801A1 . 2013-07-25

  机译： 关闭和调节机构，例如冬季运动用滑雪头盔，具有闭合元件和调节元件，其通过钩子与连接环相连，其中连接环与头盔相连

• 5. hook lever and ring for ski boots and shoes similar to platelets support ring independent and adaptation on footwear [P] . IT1009152B . 1976-12-10

  机译： 类似于小片的滑雪靴和鞋子的挂钩杆和环，支撑环独立且可适应鞋类

• 1. ACTIVITY ON NON-DESTRUCTIVE TESTING AS CONSTITUENT ELEMENT OF THE QUALITY MANAGEMENT IN ACCORDANCE WITH ISO 9001:2000 STANDARD AT THE INSTITUTE OF NUCLEAR PHYSICS, KAZAKHSTAN [C] . K. K. Kadyrzhanov, S. B. Kislitsin, M. B. Ablanov World Conference on Non-Destructive Testing . 2004
• 2. Acetabular reinforcement ring with additional hook improves stability in three-dimensional finite element analyses of dysplastic hip arthroplasty [O] . Koji Totoribe, Etsuo Chosa, Go Yamako, 2018
• 3. 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