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Post-strengthening with Externally Bonded Prestressed CFRP Strips

机译:使用外部粘结的预应力CFRP条进行后加强

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摘要

Since post-strengthening, structural repair and upgrading of reinforced concrete structures has increasingly become one of the main tasks in structural engineering, effective techniques and methods suitable for on-site application as well as high performance materials are needed to be able to handle this task with 1. a minimum of expenditure 2. a minimum of shut-downs or disruptions during repairs 3. a maximum extension of the member's life. The in-situ rehabilitation of reinforced concrete members using bonded CFRP strips which are applied by means of adhesive as a second level external flexural reinforcement has proven to be an effective and economic method of improving structural performance. So far, the CFRP strips are used unstressed at the time of bonding. The benefits of using prestressed externally bonded CFRP strips for the strengthening of concrete members have been investigated in laboratories and have already been recognised for many years. The advantages compared to unstressed CFRP strips can be summarised as follows: 1. The strain and stress capacity of this high-tensile material can be used to a greater degree 2. The strains on the internal reinforcement can be relieved 3. The strips participate in carrying dead load and permanent loads at the time of bonding 4. The strips participate in bearing the load of additional loadings without any slip-delay 5. At low temperatures (member shrinkage) the CFRP strip still remains a tension element 6. Cracked sections can be stressed/compressed back to the uncracked state, thus gaining in stiffness 7. Crack widths and bending deflection can be reduced, thus improving serviceability Therefore, a new post-tensioning and anchorage system for prestressed externally bonded CFRP strips, which is suitable for on-site application and can be directly anchored on the surface of the member to be strengthened, has been developed by Leonhardt, Andra and Partner. The system can be easily handled on-site and is suitable for both vertical and overhead application and provides a maximum prestress of about 1000 N/mm~2 (at a strain of 5.5 %o) to each laminate during the pot life of the adhesive.
机译:自加强后结构以来,钢筋混凝土结构的结构修复和升级已日益成为结构工程中的主要任务之一,因此需要适用于现场应用的有效技术和方法以及高性能材料来完成此任务1.最少的支出2.维修期间的停机或中断最少3.会员寿命的最大延长。事实证明,使用粘结的CFRP条对钢筋混凝土构件进行现场修复是可行的,经济的方法是提高结构性能,该方法是通过粘合剂施加的第二层外部抗弯钢筋。到目前为止,在粘结时,CFRP板条在未加应力的情况下即可使用。在实验室中已经研究了使用预应力的外部粘结CFRP筋来增强混凝土构件的好处,并且已经得到了很多年的认可。与无应力CFRP条带相比,其优点可归纳如下:1.这种高强度材料的应变和应力能力可以更大程度地使用2.内部钢筋上的应力可以缓解3.条带参与粘接时承受静载荷和永久载荷。4.条带参与承受额外载荷的载荷,而没有任何滑移延迟。5.在低温(构件收缩)下,CFRP条带仍然保持张紧元件6。应力/压缩回到未破裂状态,从而获得刚度7。可以减小裂缝宽度和弯曲挠度,从而提高可使用性。因此,一种适用于预应力外部粘结CFRP条的新型后张和锚固系统由Leonhardt,Andra和Partner开发的可现场应用并可以直接锚固在待加固构件的表面上。该系统可在现场轻松处理,适用于垂直和高架应用,在胶粘剂的适用期期间,每个层压板的最大预应力约为1000 N / mm〜2(在5.5%o的应变下) 。

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