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Fracture mechanics as an improvement of fatigue life assessment in orthotropic bridge decks

机译:断裂力学作为正交异性桥面板疲劳寿命评估的一种改进

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Orthotropic bridge decks are widely used in long span steel bridges since they are extremelyrnlight weighted when compared with the load carrying capacity. In the past, fatigue life problems have sometimesrnbeen overlooked during design. Nowadays, approaches for fatigue design have reached their limits resulting inrnconservative design leading to overestimating the necessary dimensions. An improved fatigue life assessmentrnmethod is thus necessary. One possibility is to start using fracture mechanics. These techniques have manyrnadvantages since they form a more in-depth analysis. This implies that an entire crack propagation can bernevaluated. If the case study of the Temse bridge in Belgium is evaluated, a crack length of 461,703mm is foundrnwhile a crack length of 600mmwas detected in reality.Although the results showthe effort of fracture mechanics,rnimprovements are still necessary such as implementing residual stresses into the model.
机译:正交异性桥面板由于其承载能力极轻,因此广泛用于大跨度钢桥。过去,在设计过程中有时会忽略疲劳寿命问题。如今,疲劳设计的方法已达到极限,导致保守的设计导致对所需尺寸的高估。因此,需要一种改进的疲劳寿命评估方法。一种可能性是开始使用断裂力学。这些技术具有许多优点,因为它们形成了更深入的分析。这意味着可以重新评估整个裂纹扩展。如果对比利时的Temse桥进行案例研究,则发现裂缝长度为461,703mm,而实际检测到的裂缝长度为600mm。模型。

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