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使用钢带和复合材料对热轧钢型材增强的影响。

The Influence of Using Steel Tapes and Composite Materials on Reinforcing Hot-Rolled Steel Profiles.

作者信息

Szewczak Ilona, Rozylo Patryk

机构信息

Faculty of Civil Engineering, Lublin University of Technology, 40 Nadbystrzycka Str., 20-618 Lublin, Poland.

Faculty of Mechanical Engineering, Lublin University of Technology, Nadbystrzycka 36, 20-618 Lublin, Poland.

出版信息

Materials (Basel). 2024 Jun 23;17(13):3086. doi: 10.3390/ma17133086.

Abstract

Steel structure designers frequently encounter the need to reinforce hot-rolled compressed steel elements. This is particularly common in the case of compressed truss bars in steel truss girders. Typically, reinforcement is designed using bars or flat bars welded to the compressed element. However, welding technology is not always feasible in existing and operational steel halls due to fire safety concerns. To address this challenge, researchers investigated alternative reinforcement methods using bonded steel and CFRPs (carbon fiber-reinforced polymers/plastics) tapes. Laboratory tests and numerical analyses were conducted. Eleven 1.5 m long specimens made of 50 × 50 × 4 angle iron from S235 steel were subjected to axial compression testing. The test samples included three unreinforced samples, three samples reinforced with steel tape bonded using SikaDur-30 adhesive, and five samples reinforced with CFRP tape (SikaDur-30 adhesive was used for bonding in three cases, and 3M VHB GPH-160GF tape in two cases). The research conducted indicates that reinforcement using bonded steel tapes is the most effective method for limiting vertical displacements and deformations, as well as increasing the load-bearing capacity of the tested angles by 28.6% compared to the reference elements. Considering the high cost of composite tapes, this is valuable information from an economic analysis perspective. The absence of steel tape delamination suggests that the bonding technique can be successfully employed in this reinforcement method and can replace welding, for example in facilities where there is a high fire hazard.

摘要

钢结构设计师经常需要对热轧受压钢构件进行加固。这在钢桁架梁中的受压桁架杆的情况下尤为常见。通常,加固设计采用焊接在受压构件上的钢筋或扁钢。然而,由于消防安全问题,焊接技术在现有和正在运行的钢厂房中并不总是可行的。为应对这一挑战,研究人员研究了使用粘结钢和碳纤维增强聚合物/塑料(CFRP)带的替代加固方法。进行了实验室测试和数值分析。对11个由S235钢制成的50×50×4角钢、长度为1.5米的试件进行了轴向压缩试验。测试样本包括三个未加固样本、三个用SikaDur - 30胶粘剂粘结钢带加固的样本以及五个用CFRP带加固的样本(其中三个案例使用SikaDur - 30胶粘剂粘结,两个案例使用3M VHB GPH - 160GF胶带粘结)。所进行的研究表明,使用粘结钢带加固是限制垂直位移和变形以及提高测试角钢承载能力的最有效方法,与参考构件相比,承载能力提高了28.6%。从经济分析的角度来看,考虑到复合带的高成本,这是有价值的信息。钢带未出现分层表明粘结技术可成功应用于这种加固方法,并且可以替代焊接,例如在火灾危险性高的设施中。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5ca2/11242674/b0b0934b5fff/materials-17-03086-g001.jpg

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