首页> 外文会议>ASME Pressure Vessels and Piping conference >EVALUATION OF GROWTH OF SUBSURFACE CRACK BY FATIGUE: SIMULATION OF PENETRATION OF INTERNAL FLAW TO SURFACE OF THE STRUCTURE
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EVALUATION OF GROWTH OF SUBSURFACE CRACK BY FATIGUE: SIMULATION OF PENETRATION OF INTERNAL FLAW TO SURFACE OF THE STRUCTURE

机译:通过疲劳评估地下裂纹的生长:内部裂痕渗透到结构表面的模拟

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In nuclear power plant, there is a proximity rule to evaluate subsurface crack, which exists near free surface of the structure. If the distance between this subsurface crack to free surface exceeds some limit, this subsurface crack is transformed to surface crack, and residual fatigue life is evaluated. Subsurface crack has many parameters, such as, crack length, crack depth, distance between crack front to free surface, and aspect ratio of subsurface crack. As a result, proximity rule is proposed by many organizations, and each rule is different from each other largely. It is necessary to verify which is more preferable, but to determine it experimentally is very difficult due to existence of many parameters. Numerical simulation is needed for this purpose. This problem is simulated using S-version FEM. Using S-FEM, subsurface is modeled independently from global structure, and crack growth is easily simulated. In maintenance code of nuclear power plant, initial defects are modeled as elliptical cracks in a normal plane to tension loading direction, and growth rate is estimated in this plane. But by using S-FEM, real defect shape is modeled realistically, and crack growth by fatigue is simulated. Usually, such small defects are subjected to multi-axial loading, and crack growth behaviors are very complicated. Finally, detect shape becomes elliptical or circular crack in a plane normal to tension loading direction in the structure. Fatigue cycles for these growing processes are calculated, and conservativeness of this maintenance code is discussed. Then subsurface crack growth is simulated. Inner subsurface crack grows toward free surface, penetrate to free surface and grows as a surface crack. These processes are simulated smoothly by S-FEM. Parametric studies are conducted for this problem, and proximity rules are verified with numerical results.
机译:在核电站,有一个接近的规则来评估地下裂缝,其存在于结构附近的自由表面。如果该地下裂纹与自由表面之间的距离超过一些限制,则该地下裂纹转化为表面裂纹,并且评估残留疲劳寿命。地下裂缝具有许多参数,如裂缝长度,裂缝深度,裂缝前沿之间的距离,以及地下裂缝的纵横比。因此,许多组织提出了邻近规则,并且每个规则在很大程度上彼此不同。有必要验证哪个更优选,而是由于存在许多参数的存在,实际确定它非常困难。为此目的需要数值模拟。使用S-Version FEM模拟此问题。使用S-FEM,地下独立于全局结构建模,易于模拟裂纹增长。在核电站的维护码中,初始缺陷被建模为椭圆形裂缝在正常平面上以张力负载方向,并且在该平面中估计生长速率。但是,通过使用S-FEM,实际模拟实际缺陷形状,并模拟疲劳的裂纹增长。通常,这种小缺陷经受多轴载荷,并且裂纹生长行为非常复杂。最后,检测形状在正常到结构中的张力加载方向的平面中变为椭圆形或圆形裂缝。计算这些生长过程的疲劳循环,并讨论了这种维护代码的保守性。然后模拟地下裂缝增长。内部地下裂缝向自由表面增长,渗透到自由表面并随着表面裂缝而生长。这些过程通过S-FEM平滑地模拟。参数研究是针对这个问题进行的,并且通过数值结果来验证邻近规则。

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