Four-Point Bending of Metallic I-Core Sandwich Beams With Longitudinal Girder

Wen Hu, Jun Liu, Pan Zhang, Yuansheng Cheng
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Abstract

I-core sandwich structure has great potential in the application of hull structure construction due to its high specific strength and relatively simple manufacturing process. The topic on the study of mechanical properties of I-core sandwich structure under bending loads is of interest to structural designers since the structure is often subjected to bending loads in engineering applications. In this paper, a metallic I-core sandwich beam with longitudinal girder was designed and manufactured using laser welding technique, and finally tested under four-point bend loading. The elastic-plastic behaviors and the ultimate load carrying capacity of this novel beam structure were obtained. A numerical model was developed to investigate the mechanical properties of this novel beam structure by finite element method. The results of the numerical model were compared with experimental data. Stress components of the front face and back face in the failure process were analyzed and discussed to investigate the failure of them. Results showed that the huge local bending stresses of plate caused the failure of the front face and back face. Finally, an improved scheme for the test was proposed to provide a pure bending load, which was proved by finite element simulation. All the findings aim to guide the engineering application of this structure.
纵梁金属工字芯夹层梁的四点弯曲
工字芯夹层结构具有比强度高、制造工艺相对简单等优点,在船体结构施工中具有很大的应用潜力。由于工字芯夹层结构在工程应用中经常受到弯曲荷载的影响,因此研究其在弯曲荷载作用下的力学性能是结构设计人员感兴趣的课题。本文采用激光焊接技术设计制作了一种带纵梁的金属工字芯夹层梁,并对其进行了四点弯曲荷载试验。得到了这种新型梁结构的弹塑性性能和极限承载能力。建立了数值模型,用有限元方法研究了这种新型梁结构的力学性能。将数值模型计算结果与实验数据进行了比较。分析和讨论了前后端面在破坏过程中的应力分量,探讨了前后端面的破坏情况。结果表明:板的巨大局部弯曲应力是导致前、后端面破坏的主要原因。最后,提出了一种改进的试验方案,以提供纯弯曲载荷,并通过有限元仿真加以验证。所有研究结果旨在指导该结构的工程应用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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