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纤维炉衬材料对气体渗碳炉内气氛增碳能力的影响
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作者 А.П.ОщеНКО 陈超 《国外金属热处理》 1991年第4期56-57,29,共3页
目前,在炉体结构上拒用吸热气氛炉膛的马弗炉,仍然保持着稳定的趋势。这使有可能降低电热设备的价格和减少经营支出。同时,炉衬材料对炉膛内的气氛化学组成和气氛增碳能力的影响问题会提出来。
关键词 纤维炉衬材料 气体渗 增碳能力
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Investigation of Eddy Current Nondestructive Testing for Carbon Fiber-Reinforced Plastic (CFRP) Based on Electromagnetic Field Analysis 被引量:1
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作者 Tomonori Hongu Kiyoshi Koyama Junichi Toriumi 《Journal of Mechanics Engineering and Automation》 2018年第3期127-131,共5页
CFRP (carbon fiber reinforced plastic) is used extensively in aircraft and spacecraft structures, because of its excellent mechanical properties. Ultrasonic testing, which is used as a non-destructive testing techni... CFRP (carbon fiber reinforced plastic) is used extensively in aircraft and spacecraft structures, because of its excellent mechanical properties. Ultrasonic testing, which is used as a non-destructive testing technique for CFRP, requires a contact medium. In contrast, eddy current testing does not require a contact medium, and when used for CFRP testing it has advantages not available with other techniques. CFRP is a laminate, with each layer being anisotropically conductive, and the distribution of the induced eddy current is yet to be determined. Here, to determine the eddy current distribution in the detection of flaws in cross-ply CFRP (0°/90°) by using a cross-point probe, we performed an FEM (finite element method) analysis of electromagnetic fields. We investigated the nature of the flaw signals and the differences in eddy current distributions between materials with and without flaws. 展开更多
关键词 Nondestructive testing eddy current testing CFRP flaw detection FEM analysis.
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Shear capacity of reinforced concrete columns strengthened with CFRP sheet
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作者 谢剑 刘雪梅 赵彤 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2005年第8期853-858,共6页
This paper discusses the results of tests on the shear capacity of reinforced concrete columns strengthened with carbon fiber reinforced plastic (CFRP) sheet. The shear transfer mechanism of the specimens reinforced w... This paper discusses the results of tests on the shear capacity of reinforced concrete columns strengthened with carbon fiber reinforced plastic (CFRP) sheet. The shear transfer mechanism of the specimens reinforced with CFRP sheet was studied. The factors affecting the shear capacity of reinforced concrete columns strengthened with CFRP sheet were analyzed. Several sug-gestions such as the number of layers, width and tensile strength of the CFRP sheet are proposed for this new strengthening technique. Finally, a simple and practical design method is presented in the paper. The calculated results of the suggested method are shown to be in good agreement with the test results. The suggested design method can be used in evaluating the shear capacity of reinforced concrete columns strengthened with CFRP sheet. 展开更多
关键词 Reinforced concrete Carbon fiber reinforced plastic (CFRP) COLUMN Shear capacity
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