首页|GFRP筋材与钢筋锚杆拉拔力学特性对比研究

GFRP筋材与钢筋锚杆拉拔力学特性对比研究

扫码查看
文中通过GFRP锚杆拉拔试验和数值模拟,研究了GFRP和钢筋锚杆的抗拔力学特性,对比分析两者应力-应变曲线特性、破坏过程、锚固特性.结果表明,GFRP筋应力-应变曲线与钢筋完全不同,达到破坏荷载时,GFRP锚杆应变显著小于钢筋应变.GFRP筋的破坏为脆性破坏,而钢筋为弹塑性破坏.两者的锚固拉拔特性差异明显,GFRP锚杆的轴应力传递深度大于钢筋,GFRP锚杆的剪应力分布更为均匀.研究结果可为其在实际工程中的应用和稳定性分析提供借鉴.
Comparative Study on Drawing Characteristics of GFRP Reinforcement and Reinforcement
In this paper,the mechanical characteristics of pullout resistance of GFRP and steel anchors are investigated by pullout test and nu-merical simulation of GFRP anchors.The stress-strain curve characteristics,damage process,and anchorage characteristics of both are ana-lyzed comparatively.The results show that the stress-strain curves of GFRP bars are completely different from those of steel bars,and the strain of GFRP anchors is significantly smaller than that of steel bars when reaching the destructive load.The damage of GFRP bars is brittle,while that of steel bars is elastic-plastic.The difference in anchorage pullout characteristics between the two is obvious,the axial stress transfer depth of GFRP anchors is greater than that of steel bars,and the shear stress distribution of GFRP anchors is more uniform.The results of the study can provide a reference for its application and stability analysis in practical engineering.

GFRP anchor and reinforced anchorPull out testFailure processAnchorage pullout performance

孙乐光

展开 >

中铁十四局集团青岛工程有限公司,山东 青岛 266000

GFRP锚杆与钢筋锚杆 拉拔试验 破坏过程 锚固拉拔性能

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(9)