DEVICE FOR TESTING SPECIMENS FOR STRENGTH UNDER CONDITIONS OF HIGH TEMPERATURES AND COMPLICATED MECHANICAL LOADING

• 1. 高温复杂机械载荷下材料力学性能原位测试仪器与方法 [P] . 中国专利： CN110579404B . 2021.10.15
• 2. 高温复杂机械载荷下材料力学性能原位测试仪器与方法 [P] . 中国专利： CN110579404A . 2019-12-17
• 3. METHOD OF MECHANICAL STRENGTH TESTING OF SPECIMENS AT HIGH TEMPERATURES [P] . SU1392437A1 . 1988-04-30

  机译： 高温下试样力学强度测试的方法

• 4. CLAMP FOR SPECIMENS MECHANICALLY TESTED UNDER ELEVATED TEMPERATURE CONDITIONS [P] . SU911201A1 . 1982-03-07

  机译： 在升高的温度条件下进行机械测试的试样夹

• 5. SPECIMEN FOR TESTING MATERIALS FOR STRENGTH UNDER AXIAL AND TORSIONAL LOADS AND DEVICE FOR SPECIMEN FIXING [P] . SU1126832A1 . 1984-11-30

  机译： 在轴向和扭转载荷下测试材料强度的标本以及用于标本固定的设备

• 1. Study on Temperature Distribution of Specimens Tested on the Gleeble 3800 at Hot Forming Conditions [J] . Tao Gao, Long Ma, Xiao-Guo Peng 电子科技学刊：英文版 . 2014,第004期
• 2. Stress Uniformity Process of Specimens in SHPB Test Under Different Loading Conditions of Rectangular and Half-Sine Input Waves [J] . HONG Liang, LI Xibing, LIU Xiling, 天津大学学报（英文版） . 2008,第006期
• 3. Mechanical properties of high-strength concrete subjected to high temperature by stressed test [J] . Gyu-Yong KIM, Young-Sun KIM, Tae-Gyu LEE 中国有色金属学报（英文版） . 2009,第0z1期
• 4. Strength Characterization of Woven Glass/Epoxy Composites under Tensile Fatigue Loading at Cryogenic Temperatures Using Open Hole Specimens [C] . Satoru YAMAKI, Yasuhide SHINDO, Tomo TAKEDA, 日本複合材料合同会議 . 2012
• 5. Laboratory strength testing of argillaceous limestone under varying saturation, scale, loading rate, and confinement conditions [D] . Jaczkowski, Eric Lucas. 2018
• 6. Experimental and numerical investigation into the influence of loading conditions in biomechanical testing of locking plate fracture fixation devices [O] . A. MacLeod, A. H. R. W. Simpson, P. Pankaj 2018
• 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

• 1. INFLUENCE OF LOADING RATE AND SPECIMEN HEIGHT ON FLEXURAL STRENGTH OF Al_2O_3 AT HIGH TEMPERATURES [J] . S.H. Bai S.R. Qiao S.R. Zhou and M.K. Kang Faculty 401 Northwestern Polytechnical University Xian 710072 China . 金属学报：英文版 . 1999,第1期
• 2. Study on Temperature Distribution of Specimens Tested on the Gleeble 3800 at Hot Forming Conditions [J] . Tao Gao ,Long Ma ,Xiao-Guo Peng . 电子科技学刊 . 2014,第004期
• 3. 氩气保护条件下微小试样的高温蠕变行为研究 [C] . 谢晴瑜 ,陆道纲 ,钱昕 . 第17届全国反应堆结构力学会议 . 2012
• 4. 数值方法研究复合型加载条件下HCCD试样的应力强度因子 [A] . 杨旺 . 2019