屈服后应变疲劳试验验证管和接头的低循环方法

S. Krishna, Ryan T. Milligan, K. George, R. Krishnamurthy, J. Powers, John Krener
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摘要

提出了基于延性失效损伤指标(DFDI)的井管柱屈服后设计方法,并将其应用于井管柱和接箍寿命评估。采用连接应变局部化因子(SLF)来评价管柱的疲劳寿命。通过单轴应力-应变试验(即单轴应变至失效试验)获得临界应变,该参数是DFDI必不可少的材料相关参数。了解累积循环损伤对临界应变的影响对屈服后设计方法至关重要。本文旨在通过一系列屈服后轴向和热应变疲劳试验量化累积循环塑性应变对临界应变的影响,以及应用屈服后设计方法评估管材和连接件,验证和发展低循环方法。本文将讨论低周疲劳试验证明临界应变测量及其对热循环和轴向应变循环的依赖。将单调试验的临界应变(K55和L80)与循环预处理样品的临界应变进行比较。定量地建立了循环塑性对临界应变的影响。与基于临界应变的DFDI设计预测相比,板件也受到屈服后轴向和热循环的破坏。由于已知连接是套管系统中最薄弱的环节,因此使用一系列有限元模型和实验材料响应来证明连接螺纹形式对应变局部化因子的影响。将轴向应变控制载荷施加于管材和连接件上,使用DFDI方法估计损伤。一种描述临界应变与循环应变关系的系统方法验证了DFDI在热井设计中的有效性。此外,为了将连接整合到热井设计中,SLF的量化提供了一个完整的解决方案。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Post Yield Strain Fatigue Experiments to Validate Low Cycle Methodology for Tubular and Connections
Post yield design methodology using Ductile Failure Damage Indicator (DFDI) for well tubulars was proposed and has been used for tubulars and connections life assessment. The tubular design assessment model incorporates a connection strain localization factor (SLF) to assess the fatigue life of the tubulars. Critical strain, a material-dependent parameter essential for DFDI, is obtained using the uniaxial stress-strain tests (i.e., strained to failure uniaxial tests). Understanding the impact of accumulated cyclic damage on critical strain is essential to the post-yield design approach. This paper aims to validate and evolve the low cycle methodology by 1) quantifying the effect of accumulating cyclic plastic strain on the critical strain through a series of post-yield axial and thermal strain fatigue experiments, and 2) applying the post-yield design approach to assess tubulars and connections. Low cycle fatigue experiments demonstrating the critical strain measurement and its dependency on the thermal and axial-strain cycles will be discussed in the paper. Critical strain (K55 and L80) from monotonic tests is compared to critical strain obtained from cyclically preconditioned samples. Effect of cyclic plasticity on critical strain is established quantitatively. Coupons are also subjected to the post-yield axial and thermal cycles to failure and compared to critical strain-based DFDI design predictions. Since connections are known to be the weakest link in the casing system, the impact of connection thread-forms on the strain localization factor is demonstrated using a series of finite element models and the experimental material responses. Axial strain-controlled loading would be applied on the tubulars and connections to estimate the damage using the DFDI approach. A systematic approach to delineate the dependency of critical strain on cyclic straining validates the effectiveness of DFDI in thermal well design. Further, the quantification of SLF for integrating connection into thermal well design provides a complete solution.
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