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Experimental Assessment of the Ultimate Strength of a Box Girder Subjected to Four-Point Bending Moment

机译:四点弯矩作用下箱形梁极限强度的实验评估

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An experimental test was conducted of a multispan stiffened box girder model representing a midship section, to obtain information on the behaviour, modes of failure and load-carrying capacity. The box girder was subjected to four-point bending moment. The experimental results are presented and compared with an ultimate bending moment empirical formula. Three loading cycles have been used to release the residual stresses and one to achieve the ultimate strength. The evaluation of the test results has shown that, for the pure bending loading, the specimen demonstrated definite stress redistribution capabilities and considerable ultimate strength. Failure modes were characterized by tension field yielding, tripping of longitudinal stiffeners and out-of-plane deformations of the plates.
机译:对代表中部断面的多跨加劲箱形梁模型进行了实验测试,以获取有关性能,破坏模式和承载能力的信息。箱形梁承受四点弯曲力矩。给出了实验结果,并与极限弯矩经验公式进行了比较。已经使用了三个加载周期来释放残余应力,并使用一个加载周期来达到极限强度。对测试结果的评估表明,对于纯弯曲载荷,样品表现出确定的应力再分配能力和相当大的极限强度。破坏模式的特征在于张力场的屈服,纵向加劲肋的跳闸以及板的平面外变形。

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