34CrNiMo6在系泊卸扣应用分析与评估

Application Analysis and Assessment of 34CrNiMo6 in Mooring Shackles

  • 摘要: 以系泊卸扣力学性能为对象,运用实验和数值模拟相结合的方法,对34CrNiMo6合金钢经过不同热处理工艺后的力学性能及结构可靠度进行了全面分析;通过试验验证热处理工艺优化后的材料性能:温度为−20 ℃时冲击功均值≥50 J,单个最小值≥36 J,满足韧性要求;CTOD试验时的位移值大于等于0.24 mm,满足抗断要求,验证其满足DNV-R4级材料认证标准;建立腐蚀前、后的卸扣模型,对模型进行MBL载荷的有限元校核计算可知等效塑性应变均小于允许值(10.92%),同 时静载试验证明卸扣未出现永久变形,破断载荷试验证明结构没有出现破断,试验结果与仿真结果均说明结构强度得到保证;研究结论:34CrNiMo6合金钢经过优化热处理以后获得较高的强韧比,借助仿真模拟可以较好地确定结构可靠度,为工程设计提供理论参考依据。

     

    Abstract: This study focuses on the mechanical properties of mooring shackles. Using a combined experimental and numerical simulation approach, a comprehensive analysis was conducted on the mechanical properties and structural reliability of 34CrNiMo6 alloy steel after different heat treatment processes. The optimized heat treatment process was experimentally validated: At −20 ℃, the mean impact energy ≥ 50 J, with a single minimum value ≥ 36 J, meeting toughness requirements. Crack Tip Opening Displacement (CTOD)values ≥ 0.24 mm, satisfying fracture resistance criteria and verifying compliance with the DNV-R4 certification standard.Finite element verification under Minimum Breaking Load (MBL)for shackle models (both pre- and post-corrosion) showed that the equivalent plastic strainwas consistently below the allowable threshold (10.92%). Static load tests confirmed no permanent deformation, and fracture load tests demonstrated no structural failure, aligning with simulation results and validating structural strength. Conclusions:After optimized heat treatment, 34CrNiMo6 alloy steel achieves an excellent strength-toughness ratio. Simulation methods effectively determine structural reliability, providing a theoretical reference for engineering design.

     

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