水泥基复合材料和碳纤维编织网复合加固 短方柱的轴压试验及承载力计算
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湖南科技大学土木工程学院

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湖南科技创新计划项目(2023SK2014);湖南省教育厅优秀青年项目(19B188);湖南省自然科学基金青年基金资助项目(2018JJ3161)


Axial compression test and bearing capacity calculation of short square columns composite strengthed with cement-based composite materials and carbon fibre woven mesh
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Hunan University of Science and Technology, School of Civil Engineering

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Hunan Science and Technology Innovation Programme Project (2023SK2014); Excellent Youth Project of Hunan Provincial Department of Education (19B188); Hunan Provincial Natural Science Foundation Youth Fund Grant (2018JJ3161)

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    摘要:

    摘要:完成了30根水泥基复合材料和碳纤维编织网复合加固短方柱的轴压性能试验,得到了试件破坏过程与破坏形态,绘制了水泥基复合材料与碳纤维编织网荷载-应变曲线、荷载-相对位移曲线和极限荷载柱状图,分析了碳纤维编织网层数、加固层是否掺入05籽、核芯柱表面是否进行糙化处理等参数对试件轴压性能的影响。基于试验得到的破坏形态,分析其破坏机理,引入4个基本假定,提出了水泥基复合材料和碳纤维编织网复合加固短方柱正截面轴压承载力计算公式,将计算值与试验值进行了比较。结果表明:水泥基复合材料与碳纤维编织网复合加固法可显著提高试件的极限荷载和延性,加固后试件主要表现为纵向压劈破坏形态,由于应力集中的影响,试件角部区域编织网横向拉断,随后试件失去承载意义;试件极限荷载随编织网包裹层数的增加而增加;加固层掺入质量比为20%的05籽后,试件极限荷载得到提高,但变形性能降低;核芯柱表面糙化处理能有效改善试件的延性,但是采用錾点的糙化方式扰动了核芯柱整体结构,导致糙化处理后试件极限荷载降低;采用本文所提计算方法得到的理论计算值与试验结果吻合较好,表明所提公式可供工程设计参考使用。

    Abstract:

    Abstract: The axial compressive performance test of 30 short square columns strengthed with cementitious composites and carbon fibre mesh was completed, the damage process and damage pattern of the specimens were obtained, and the load-strain curves, load-relative displacement curves and ultimate load histograms of the cementitious composites and carbon fibre mesh were plotted, and the effects of the number of layers of the carbon fibre mesh, whether the strengthed layer was mixed with 05 seeds, and whether the surface of core columns was roughened on the axial compressive performance of the specimens were analysed. Based on the damage pattern obtained from the test, the damage mechanism was analysed, four basic assumptions were introduced, and the formula for calculating the axial compressive capacity of the normal section of short square columns strengthed with cementitious composites and carbon fibre mesh was proposed, and the calculated values were compared with the test values. The results show that: the composite strengthed method with cementitious composites and carbon fibre woven mesh can significantly improve the ultimate load and ductility of the specimen; the strengthed specimen mainly exhibits a longitudinal compression splitting damage pattern, the woven mesh in the corner region of the specimen pulls off transversely due to the effect of stress concentration; the ultimate load of the specimen increases as the number of layers of the woven mesh; after the strengthed layer is mixed with 20% of 05 seeds, the ultimate load of the specimen increases but the deformation performance decreases; the roughing treatment of the surface of the core column can effectively improve the ductility of the specimen, however, the roughing method using burin points disturbs the overall structure of the core column, which decreases the ultimate load of the specimen; the theoretical values obtained by using the calculation method proposed in this paper match well with the experimental results, which indicates that the formulae proposed in this paper are available for the engineering design.

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  • 收稿日期:2024-09-07
  • 最后修改日期:2025-04-23
  • 录用日期:2025-04-29
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