首页|CFRP布增强仿木梁的受弯性能试验研究

CFRP布增强仿木梁的受弯性能试验研究

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为研究粘贴CFRP布增强仿木梁的受弯性能,对3 根分别粘贴1、2 和4 层CFRP布的增强仿木梁及1 根未增强原梁进行了四点弯曲试验,分析了CFRP布粘贴层数对仿木梁破坏形态、受弯承载力、变形及应变发展规律的影响.研究表明:粘贴CFRP 布改变了仿木梁的破坏形式,未增强仿木梁和粘贴1 层CFRP 布的仿木梁发生了受弯破坏,而粘贴2 和4 层CFRP 布的仿木梁发生了剪切破坏;粘贴CFRP布可有效提高仿木梁的受弯承载力和抵抗变形的能力,改善效果随CFRP 布粘贴层数的增加而增大,但提升幅度逐渐减小;CFRP 布使得仿木梁的抗压强度充分发挥,且仿木梁横截面应变符合平截面假定,此研究可为CFRP布增强仿木梁的理论推导提供试验依据.
Experimental study on bending performance of imitation wooden beams reinforced with CFRP sheets
In order to study the bending performance of imitation wooden beams reinforced with CFRP sheets,four-point bending tests were carried out on 3 imitation wooden beams reinforced with 1,2 and 4 layers of CFRP sheets and 1 original beam without CFRP sheet,respectively,to analyze the effects of the number of layers of CFRP sheets on the failure form,bending capacity,deformation and strain develop-ment of imitation wooden beams.The results show that pasting CFRP sheets changes the failure mode of imitation wooden beams.The bending failure occurs in imitation wooden beams without reinforcement and imitation wooden beams pasted with 1 layer of CFRP sheet,while shear failure occurs in imitation wooden beams pasted with 2 and 4 layers of CFRP sheets.The flexural capacity and deformation resistance of im-itation wooden beams can be effectively improved by pasting CFRP sheets,they increase with the number of layers of pasted CFRP sheets,but the improvement magnitude decreases gradually.The compressive strength of imitation wooden material is brought into full play by CFRP sheet,and the cross-section strain accords with the assumption of plain section.This study provides the experimental basis for the theoretical derivation of imitation wooden beams reinforced with CFRP sheets.

imitation wooden beamCFRP sheetsbending performancefailure modestatic test

王安选、方强、张华刚、江代坪

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贵州大学 空间结构研究中心,贵州 贵阳 550025

贵州省结构工程重点实验室,贵州 贵阳 550025

中国水利水电第九工程局有限公司,贵州 贵阳 550081

仿木梁 CFRP布 受弯性能 破坏形态 静力试验

2025

山东理工大学学报(自然科学版)
山东理工大学

山东理工大学学报(自然科学版)

影响因子:0.311
ISSN:1672-6197
年,卷(期):2025.39(1)