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Texture Characteristics of Thin Grain Oriented Silicon Steel Sheet Produced by Cross Shear Rolling 被引量:2
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作者 Xiuhua GAO, Kemin QI, Renlong LI, Chunlin QIU, Bo MA and Guangrun BAI (Department of Metal Forming, Northeastern University, Shenyang 110006, China) 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2000年第2期155-156,共2页
Commercial grain oriented silicon steel was cold rolled to thickness from 0.06 to 0.10 mm by cross shear rolling, then annealed in vacuum or a hydrogen atmosphere furnace. Deformation textures of the sheets were resea... Commercial grain oriented silicon steel was cold rolled to thickness from 0.06 to 0.10 mm by cross shear rolling, then annealed in vacuum or a hydrogen atmosphere furnace. Deformation textures of the sheets were researched by ODF method and reverse pole figure quantitative analyses. The results indicate that: in the condition of the cross shear rolling, the deformation texture of rolled sheet is generally similar to that of conventional rolled sheet, however, the texture distribution through the thickness is asymmetrical. With mismatch speed ratio increasing, the amount of Goss texture increases. With reduction ratio increasing, the intensity of γ-fiber becomes strong. 展开更多
关键词 Texture Characteristics of Thin Grain Oriented Silicon steel sheet Produced by Cross Shear Rolling THIN
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Numerical Simulation and Experimental Study on Interlock Deformation for Roll Formed U-Section Steel Piling 被引量:2
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作者 FENG Guang-hong ZHANG Pei +2 位作者 ZHANG Hong-liang ZHOU Xu-chang ZHAO Yong 《Journal of Iron and Steel Research International》 SCIE EI CAS CSCD 2013年第11期41-45,共5页
The interlock of a roll formed U-section sheet steel piling under loading was analyzed by means of numeri- cal simulation, and meanwhile the tensile failure experiment was conducted. The results indicated that under t... The interlock of a roll formed U-section sheet steel piling under loading was analyzed by means of numeri- cal simulation, and meanwhile the tensile failure experiment was conducted. The results indicated that under the same load, the interlock corners of roll formed steel piling are not only the regions with the lowest safety factor, but also the regions with the highest stress; there are two slippages in the tensile instability process of interlock, Each slippage can be regarded as a failure, and different types of failure mode should be used to evaluate the performance of steel pilings according to different applications. Due to the work hardening effect during the roll forming process, the hardness of the interlock material increases by 16% compared with that of the original sheet steel. It was also found that the instability strength obtained in tensile failure test is only 15.6 % of the tensile strength of the original sheet steel. 展开更多
关键词 roll formed sheet steel piling INTERLOCK numerical simulation INSTABILITY
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