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On the flexural behaviour of GFRP beams obtained by bonding simple panels: An experimental investigation

机译:通过简单面板粘结获得的GFRP梁的弯曲行为:实验研究

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摘要

This paper presents some experimental results dealing with the mechanical performance of composite beams obtained by bonding Glass Fibre Reinforced Polymer (GFRP) rectangular pultruded panels by means of an epoxy structural adhesive. The flexural response of these bonded beams was compared with those obtained by the pultrusion process with the same geometrical and material properties. As a matter of fact, no significant loss of performance emerged in terms of failure load; moreover, an increase of pre-failure stiffness was observed. This result may allow us to consider bonded GFRP beams as a viable simplification within the field of composite structures. (C) 2015 Elsevier Ltd. All rights reserved.
机译:本文介绍了一些实验结果,这些实验结果涉及通过使用环氧结构胶将玻璃纤维增​​强聚合物(GFRP)矩形拉挤成型面板粘结在一起而获得的复合梁的机械性能。将这些结合梁的弯曲响应与通过拉挤成型工艺获得的相同几何和材料性能的弯曲响应进行了比较。实际上,就故障负载而言,没有出现明显的性能损失。此外,观察到破坏前的刚度增加。这个结果可能使我们可以考虑将GFRP粘结梁作为复合结构领域内可行的简化方法。 (C)2015 Elsevier Ltd.保留所有权利。

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