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The anti-bending performance study of loaded continuous beam that strengthened with prestressed laterally bonded carbon fiber sheets

机译:预应力横向粘合碳纤维板加固连续梁的防弯曲性能研究

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We studied the strengthening performance of prestressed laterally bonded carbon fiber sheets (CFS) to two-span continuous beams in this paper, which included one unstrengthened beam, two non-prestressed laterally bonded CFS strengthening beams, and four prestressed laterally bonded CFS strengthening beams, and all of them were sticked with CFS on different styles on tension part of lateral beam. We discussed the stress and deformation of laterally bonded CFS strengthened continuous beams under different initial load cases and different prestressed impact, and studied the influence of initial load and prestressing to reinforcement effect. The results showed that the size of initial load and prestressing would affect the reinforcement effect of laterally bonded CFS to continuous beams; The smaller initial load, the better reinforcement effect; The reinforcement effect to continuous beams of prestressed laterally bonded CFS was better than the non-prestressed laterally bonded CFS. Corresponding to latter, the former also owned better deformation performance, less cracks number and width.
机译:我们研究了本文中预应力横向粘合的碳纤维片(CFS)对两个跨度连续梁的加强性能,包括一个未经制造的光束,两个非预应力横向键合的CFS强化梁,以及四个预应力横向粘合的CFS强化梁,所有这些都粘在不同风格上的CFS上的侧梁的张力部分。我们讨论了横向粘结的CFS的应力和变形,在不同的初始载荷盒和不同预应力的影响下加强了连续梁,并研究了初始载荷和预应力对增强效果的影响。结果表明,初始载荷和预应力的尺寸会影响横向粘合的CFS对连续梁的增强效果;较小的初始载荷,增强效果更好;对预应力横向键合CFS连续梁的增强效果优于非预应力横向键合的CF。对应后者,前者也拥有更好的变形性能,少数裂缝数和宽度。

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