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Stress-strain measurements for HDPE pipe during and after simulated installation by horizontal directional drilling

机译:通过水平定向钻井在模拟安装期间和之后对HDPE管道进行应力应变测量

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摘要

Results from physical experiments conducted on high-density polyethylene pipe samples are reported to quantify the axial stress-strain-time behaviour during simulated installation, strain recovery, and axial restraint stages of installation using horizontal directional drilling. During the simulated installation stage, axial strains progressively accumulated as the pipes were subjected to a cyclic stress history simulating the force required to actively pull the pipe through the ground. Once installed, the pipe samples were unloaded and a portion of the axial strain accumulated was recovered. From this point, the pipe length was fixed simulating the pipe response as it is attached to a rigid structure. The resistance imposed to prevent any additional strain recovery produced tensile axial stress in the pipe. A parametric study showed that the maximum strain accumulated during installation depends mainly on the magnitude of the pulling force. The tensile axial stress redeveloped after being restrained was found to depend on the pulling force, length of pipe installed, and recovery time. Tensile axial stress levels redeveloped in the pipes did not exceed possible long-term performance limits for the particular high-density polyethylene tested even when the short-term performance limits were exceeded by a factor of 1.5.
机译:据报道,对高密度聚乙烯管道样品进行的物理实验结果量化了使用水平定向钻进进行模拟安装,应变恢复和安装的轴向约束阶段的轴向应力-应变-时间行为。在模拟安装阶段,随着管道承受循环应力历程,轴向应变逐渐累积,模拟了主动拉动管道穿过地面所需的力。安装完成后,将管道样品卸载,并回收一部分积累的轴向应变。从这一点出发,固定管的长度是固定的,以模拟在连接到刚性结构时的管响应。为防止任何其他应变恢复而施加的阻力会在管道中产生拉伸轴向应力。参数研究表明,安装过程中积累的最大应变主要取决于拉力的大小。约束后重新产生的拉伸轴向应力取决于拉力,安装的管道长度和恢复时间。即使在短期性能极限超出1.5倍的情况下,管道中重新产生的拉伸轴向应力水平也不会超出测试的特定高密度聚乙烯可能的长期性能极限。

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