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Mechanical Properties of Partially Solution-nitrided 316 L Austenitic Stainless Steel

机译:部分固溶渗氮316 L奥氏体不锈钢的力学性能

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Austenitic stainless steels (304 and 316 L type) are clinically applied for osteosynthesis plates because of the high strength, ductility and corrosion resistance. In order not to affect the soft tissue around the plate, it is necessary to reduce the thickness of the steel plate with improving its properties. Authors have tried to enhance the strength of austenitic stainless steel by solution nitriding. Solution-nitrided 316 L austenitic steel is expected to possess high tensile strength with sufficient ductility, as well as excellent corrosion resistance; therefore, it is expected as a new material for osteosynthesis plates, However, solution nitriding needs very long time to complete the nitrogen absorption, especially in the case of thick plates. In order to apply this method to commercial plates, it is important to understand partially solution-nitrided material and find the optimal treatment condition from the practical viewpoint. In this study, the kinetics of nitrogen absorption behavior during solution nitriding was discussed, and then mechanical properties were investigated for the partially solution-nitrided 316 stainless steel, as well as fully solution-nitrided one. Type 316 L austenitic stainless steel plate (AISI 316 L) were subjected to solution nitriding. The solution nitriding time was varied up to 36 ks to change the nitrogen concentration distribution in the steel plates, and then the material properties of these steels were investigated to demonstrate the effect of the unsaturated solution nitriding (partial solution nitriding). As a result, it was found that the hardness distribution is well consistent with the nitrogen concentration profile theoretically calculated according to the Fick' s law. The saturated nitrogen concentration was 0.46 mass% in the 316 L stainless steel, and the time required for full nitrogen absorption to the equilibrium state was around 4.8 ks in the case of 0.6 mm thick plate. Tensile testing for the solution-nitrided steels revealed that the yield and tensile strengths of 316 L austenitic steel increases with solution nitriding time. An industrially important tendency was found in the strengthening behavior during solution nitriding. That is, the yield strengm was almost identical irrespective of the solution nitriding time even in the partially solution-nitrided specimens, while the tensile strength was monotonously enlarged with increasing the solution nitriding time and then saturated when the nitrogen absorption was completed. This suggests that it is possible to obtain the requested mechanical properties even by short-time treatment if the maximum properties are not necessarily required.
机译:由于高强度,延展性和耐腐蚀性,奥氏体不锈钢(304和316 L型)已在临床上用于骨接骨板。为了不影响钢板周围的软组织,有必要通过改善钢板的性能来减小钢板的厚度。作者试图通过固溶氮化来提高奥氏体不锈钢的强度。固溶氮化316 L奥氏体钢有望具有高拉伸强度和足够的延展性,并且具有出色的耐腐蚀性。因此,期望将其作为骨合成板的新材料,但是,溶液氮化需要很长时间才能完成氮吸收,特别是在厚板的情况下。为了将该方法应用于商业印版,重要的是要了解部分固溶氮化的材料,并从实用角度出发寻找最佳处理条件。在这项研究中,讨论了固溶氮化过程中氮吸收行为的动力学,然后研究了部分固溶氮化的316不锈钢以及完全固溶氮化的316不锈钢的力学性能。对316 L型奥氏体不锈钢板(AISI 316 L)进行溶液氮化。改变溶液渗氮时间至36 ks以改变钢板中的氮浓度分布,然后研究这些钢的材料性能,以证明不饱和溶液渗氮(部分溶液渗氮)的效果。结果,发现硬度分布与根据菲克定律理论上计算出的氮浓度分布非常一致。在316L不锈钢中,饱和氮浓度为0.46质量%,在板厚为0.6mm的情况下,完全吸收氮至平衡状态所需的时间为4.8ks左右。固溶氮化钢的拉伸试验表明,316 L奥氏体钢的屈服强度和抗拉强度随固溶氮化时间的增加而增加。在溶液渗氮期间的强化行为中发现了工业上重要的趋势。也就是说,即使在部分固溶氮化的试样中,无论固溶氮化时间如何,屈服强度都几乎相同,而抗拉强度随着固溶氮化时间的增加而单调增大,然后当氮吸收完成时达到饱和。这表明,如果不一定需要最大性能,则即使通过短时处理也​​可以获得所需的机械性能。

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