COCTET STAND FOR TESTS OF EXPLOSIVE PROTECTIVE ELEMENTS OF EXPLOSIVE STRUCTURES OF BUILDINGS AND FACILITIES

• 1. 用于测试射频元件的测试结构 [P] . 中国专利： CN110470913B . 2021.09.24
• 2. 用于测试射频元件的测试结构 [P] . 中国专利： CN110470913A . 2019-11-19
• 3. COCTET STAND FOR TESTING DESTRUCTIVE ELEMENTS OF BUILDINGS AND CONSTRUCTIONS [P] . 俄罗斯专利： RU2016123114A . 2017-12-14

  机译： 用于测试建筑物和建筑破坏性元素的码垛支架

• 4. COCTET STAND FOR TESTING DESTRUCTIVE ELEMENTS OF BUILDINGS AND CONSTRUCTIONS [P] . 俄罗斯专利： RU2015133195A . 2017-02-14

  机译： 用于测试建筑物和建筑破坏性元素的码垛支架

• 5. STAND FOR MODELING THE BEHAVIOR OF EXPLOSIVE PROTECTIVE ELEMENTS UNDER THE EMERGENCY SITUATION ON THE EXPLOSIVE OBJECT [P] . 俄罗斯专利： RU2016146309A . 2018-05-25

  机译： 爆炸对象紧急情况下爆炸性保护元件的行为建模支架

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• 2. Full Scale Explosive Tests in Woomera, Australia [J] . GUPTA, A, MENDIS, 天津大学学报：英文版 . 2006,第B09期
• 3. Lessons from past explosive tests on protective structures in Japan [J] . N. Ishikawa, M. Beppu International journal of impact engineering . 2007,第9期
• 4. Testing of explosive welding and welded joints. The microstructure of explosive welded joints and their mechanical properties [J] . Bogumił Wronka Journal of Materials Science . 2010,第13期
• 5. Testing of explosive welding and welded joints. the microstructure of explosive welded joints and their mechanical properties [J] . Wronka B. Journal of Materials Science . 2010,第13期
• 6. THE ISRAELI HOME FRONT COMMANDFULL SCALE EXPLOSIVE TESTS ON STRUCTURES -THE DYNABLOK PROTECTIVE WALLS [C] . Lt.Col. Gabriel Soria, Maj. Benny Brosh, Reuben Eytan Shock and vibration symposium . 2006
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• 8. Understanding ultrafine nanodiamond formation using nanostructured explosives [O] . Vincent Pichot, Benedikt Risse, Fabien Schnell, -1
• 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

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