Improving the Strength of Prestressed Steel ASTM A633 Grade C by Combination of the Cr-Ti Alloying and Heat Treatment

C. Nguyen, Quoc-Dung Ngo, A. Bui
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Abstract

Laboratory-scale experiments were carried out to improve the strength of prestressed steel by combination of the Cr-Ti alloying and heat treatment. A predetermined amount of the scrap and some ferrous alloys (such as FeMn, FeSi, FeCr and FeTi) was melted in the induction furnace to obtain the aimed compositions of the steel ASTM A633 grade C and the modified steel with Cr-Ti alloying. The molten steel was cast into the 45 mm ingot which was then hot forged into the 25 mm, subsequently prepared the tensile specimens that were heat-treated by quenching and tempering. After that, the hot forged and heat-treated specimens were subjected to the composition analysis, the tensile test and microstructural observation by optical and scanning electron microscopy. It has been concluded that the strengths of the prestressed steel strongly increased when the martensitic microstructure was obtained through the proper heat treatment. All the prepared steel exhibited high strength and adequate elongation, especially the UTS/YS of the Cr-Ti alloyed steel had increased from the value of 961/702 to 1611/1217 MPa and the elongation decreased from 15 to 10% corresponding to the deformed and heat-treated sample. These increasing strengths were attributed to the hardenability of the Cr element as well as the formation of the TiN precipitates which hindered the movement of the dislocation. The results suggested that further research must be conducted for the practical production of prestressed steel that is used in construction applications.
Cr-Ti合金化与热处理相结合提高ASTM A633 C级预应力钢强度
采用Cr-Ti合金化和热处理相结合的方法提高了预应力钢的强度。在感应炉中熔化预定数量的废钢和一些亚铁合金(如FeMn, FeSi, FeCr和FeTi),以获得ASTM A633 C级钢和Cr-Ti合金化改性钢的目标成分。将钢液浇铸成45 mm的铸锭,热锻成25 mm的铸锭,制备拉伸试样,经淬火回火处理。然后,对热锻和热处理试样进行成分分析、拉伸试验和显微组织观察。结果表明,通过适当的热处理获得马氏体组织后,预应力钢的强度显著提高。所制备的钢均具有较高的强度和较好的伸长率,特别是Cr-Ti合金钢的UTS/YS从961/702提高到1611/1217 MPa,伸长率从变形和热处理试样的15%下降到10%。这些增加的强度归因于Cr元素的淬透性以及TiN析出物的形成,这阻碍了位错的运动。研究结果表明,在实际生产中应用于建筑工程的预应力钢还需进一步研究。
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