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Full-scale fatigue tests of ship structures to validate the S-N approaches for fatigue strength assessment

机译:船舶结构的全面疲劳测试,以验证用于疲劳强度评估的S-N方法

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摘要

Ships belong to those welded structures which are prone to fatigue due to high cyclic loads. Different approaches exist for the fatigue strength assessment which are varying between the industrial sectors. Therefore, deeper fatigue strength investigations were performed in Germany within an industry-wide joint research project aiming at the harmonization of the approaches. Regarding ship structures, two types were selected for full-scale tests. The first concerned web frame corners being typical for roll-on/roll-off ships (ro/ro) ships, from which three models were tested under constant amplitude loading. The second type was the intersection between longitudinals and transverse web frames, which recently showed fatigue failures in containerships. Five models were tested, three under constant and two under variable amplitude loading. All tests showed a relatively long crack propagation phase after first cracks had appeared, calling for a reasonable failure criterion. For the numerical analysis, the structural hot-spot stress as well as the effective notch stress approach have been applied. The latter allows the consideration of the weld shape which could partly explain differences in the observed and calculated failure behaviour. Another factor is the distribution of welding-induced residual stresses, which obviously affected the failure behaviour in the web frame corner as well. Insofar the investigations give a good insight into the strength behaviour of complex welded structures and into current problems and opportunities offered by numerical analyses.
机译:船舶属于那些由于高周期性载荷而容易疲劳的焊接结构。疲劳强度评估存在不同的方法,各行业之间存在差异。因此,在德国进行的旨在统一这些方法的全行业联合研究项目中,进行了更深入的疲劳强度研究。对于船舶结构,选择了两种类型进行全面测试。第一个相关的腹板框架拐角是滚装船(ro / ro)船所特有的,在恒定振幅载荷下对其中的三个模型进行了测试。第二种类型是纵向腹板框架和横向腹板框架之间的相交处,这最近在集装箱船上显示出疲劳失效。测试了五个模型,三个在恒定载荷下,两个在可变振幅载荷下。所有测试均表明,在出现第一个裂纹之后,裂纹扩展阶段就相对较长,因此需要合理的破坏准则。为了进行数值分析,已经应用了结构热点应力以及有效的缺口应力方法。后者允许考虑焊接形状,这可以部分解释观察到的和计算出的失效行为的差异。另一个因素是焊接引起的残余应力的分布,这显然也影响了腹板框架角部的破坏行为。就此而言,研究对复杂焊接结构的强度行为以及数值分析提供的当前问题和机遇提供了很好的见识。

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