STRESS ANALYSIS AND DESIGN OF ADHESIVE-BONDED CYLINDRICAL LAP JOINT
STRESS ANALYSIS AND DESIGN OF ADHESIVE-BONDED CYLINDRICAL LAP JOINT
批准号:
07555437
负责人:
MIKAMI Takashi
金额:
$0.58万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B)
财政年份:
1995
资助国家:
日本
项目状态:
已结题
起止时间:
1995 至 1996
中文摘要
在这项研究中,我们考虑了轴向拉伸下粘接圆柱搭接接头的应力分布。对弹性-粘弹性和冲击问题进行了数值研究,得到了以下结论:(1)对于薄粘着物,面内拉伸载荷会引起接头的相当大的弯曲。法向(剥离)应力在端部达到峰值,而在关节内部相当大的区域内是压缩的。法向应力甚至可以大于剪切应力。(2)随着胶膜厚度的增加,更多的粘接材料可用于吸收差异应变,而应力减少。(3)随着剪切模数的增加,最大应力随着剪切模数的增加而增加。(4)随着粘结物的硬度增加,接头的弯曲阻力增加,从而最大应力降低。作为设计建议,粘接中的最大法向(剥离)应力和剪应力可以通过(1)使用柔性和刚性粘接的组合,以及(2)使用更坚硬的搭接粘合剂来降低。
英文摘要
In this study, we consider the stress distribution in adhesive-bonded cylindrical lap joint under axial tension. A numerical study is carried out for the elastic-viscoelastic and impact problems.The following conclusions can be dawn from this investigation.(1) In the case of the thin adherends, the tensile in-plane load causes considerable bending in the joint. The normal (peel) stress peak at the ends, while they are compressive over a sizeable region in the joint interior. The normal stress can be even larger than the shear stresses.(2) As adhesive film thickness increases, more adhesive material is available to absorb differential straining and stresses decrease.(3) As shear modulus increases, the maximum stresses increase with the shear modulus increases.(4) As the stiffness of the adherends increase, the resistance of the joint to bending increases, and therefore the maximum stresses decrease.As a design suggestion, the maximum normal (peel) and shear stresses in the bond can be reduced by (1) using a combination of flexible and stiff bonds, and (2) using stiffer lap adherends.
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LI Haibin, Takashi MIKAMI and Jin YOSHIMURA: "Stress Analysis of Adhesive-Bonded Cylindrical Lap Joints Subjected to Axial Impact Loads" Proc.of Hokkaido Chapter of the JSCE. No.52(A). 316-319 (1996)
李海滨、Takashi MIKAMI 和 Jin YOSHIMURA:“承受轴向冲击载荷的胶粘圆柱搭接接头的应力分析”,JSCE 北海道分会论文集。
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通讯作者:
LI Haibin, Takashi MIKAMI and Jin YOSHIMURA: "Viscoelastic Stress Analysis of Adhesive-Bonded Cylindrical Lap Joints" Journal of Structural Engineering. Vol.42A. 21-26 (1996)
李海滨、Takashi MIKAMI和Jin YOSHIMURA:“胶粘圆柱搭接接头的粘弹性应力分析”结构工程杂志。
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季海濱: "軸方向衝撃荷重を受けるラップ接着された円筒体の応力特性" 第3回落石等による衝撃問題に関するシンポジウム講演論文集. 45-48 (1996)
Kaibin Ki:“承受轴向冲击载荷的搭接圆柱体的应力特性”第三届落石冲击问题研讨会论文集等45-48(1996)
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李海 浜: "軸方向衝撃荷重を受けるラップ接着円筒体の解析" 土木学会北海道支部論文報告集. 52(A). 316-319 (1966)
李海滨:“承受轴向冲击载荷的搭接圆柱体的分析”日本土木工程师学会北海道分会论文报告 52(A) 316-319 (1966)。
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李海 濱: "軸方向荷重を受けるラップ接着円筒体の粘弾性応力特性" 土木学会北海道支部論文報告集. 52A. 312-315 (1996)
李海滨:“承受轴向载荷的搭接圆柱体的粘弹性应力特性”日本土木工程学会北海道分会论文报告52A 312-315(1996)。
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