Orthogonal experimental study on mechanical properties of CFRP-bolted timber joints with slotted-in corrugated steel plates

被引：0
|
作者：
Guo X. [1 ]
Xu Z. [1 ]
Zhao Y. [1 ]
Zhong D. [1 ]
机构：
[1] School of Civil Engineering, Guangzhou University, Guangzhou
来源：
Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science) | 2024年 / 58卷 / 04期
关键词：
bolted joint; CFRP; orthogonal experiment; slotted-in corrugated steel plates; timber structure;
D O I：
10.3785/j.issn.1008-973X.2024.04.020
中图分类号：
学科分类号：
摘要：
In order to visualize the effect of shaped sections on the joints, and to provide some experience for the safety design of bolted timber joints with slotted-in shaped steel plates, a CFRP-bolted timber joints with slotted-in corrugated steel plates was proposed, and uniaxial paralleling tensile tests were carried out under orthogonal parametric design conditions. The tests reveal that the joints have multiple force characteristics, which mainly include the forms of timber shear damage, transverse to tension-type fracture (TL fracture), end compression crush, CFRP fracture and bolt bending. The joints have no obvious yielding stage, and mainly undergo the elastic stage, the fracture failure transition stage and the fracture failure stage. Based on the orthogonal parametric analysis, the degree and the pattern of different factors on the proposed joint were obtained. Results show that the ultimate strength and ductility are more significantly influenced by each factor than the elastic stiffness, and the wave angle and the wave height are the main factors. The ultimate strength fluctuates with the increase of the wave height and is negatively correlated with the wave angle, while the ductility is negatively correlated with the wave angle and the wave height. © 2024 Zhejiang University. All rights reserved.
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页码：847 / 856
页数：9
相关论文
共 31 条
  • [11] ZHOU Qian, YAN Weiming, JI Jinbao, Study on damage numerical simulation of an ancient wooden building embedded with masonry walls [J], Building Structure, 40, 1, pp. 100-103, (2010)
  • [12] XIONG G., Long-term behaviour of steel-strip reinforced wood shaving-cement board roof panel [J], Cement and Concrete Composites, 20, 4, pp. 329-334, (1998)
  • [13] GUAN Z, RODD P., Modelling of timber joints made with steel dowels and locally reinforced by DVW discs [J], Structural Engineering and Mechanics, 16, 4, pp. 391-404, (2003)
  • [14] DAGHER H J, BRAGDON M., Advanced FRP-wood composites in bridge applications, Structures 2001: A Structural Engineering Odyssey, (2001)
  • [15] XU Yunsong, GONG Yongzhi, LI Long, Strengthening design and construction with the CFRP slab of a brick-wood structure, National Academic Communication Conference on FRP Application Technology, pp. 273-277, (2006)
  • [16] LI Dahua, XU Yang, ZHENG Gu, Suggestion for reinforcing Yingxian Wooden Tower with millimicron compound fiber [J], Earthquake Research in Shanxi, 4, pp. 24-25, (2004)
  • [17] GLOBA A, SUBHANI M, MOLONEY J., Et al., Carbon fiber and structural timber composites for engineering and construction, Journal of Architectural Engineering, 24, 3, (2018)
  • [18] SUBHANI M, GLOBA A, MOLONEY J., TimberFRP composite beam subjected to negative bending [J], Structural Engineering and Mechanics, 73, 3, pp. 353-365, (2020)
  • [19] ALAM M A, JUMAAT M Z., Experimental investigations on U- and L-shaped end anchored CFRP laminate strengthened reinforced concrete beams [J], Arabian Journal for Science and Engineering, 37, pp. 905-919, (2012)
  • [20] DE JESUS A M, PINTO J M T, MORAIS J J L., Analysis of solid wood beams strengthened with CFRP laminates of distinct lengths [J], Construction and Building Materials, 35, pp. 817-828, (2012)
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