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Structural Application of Sealant to Make Flexible Joint System and Behavior of Joint

Structural Application of Sealant to Make Flexible Joint System and Behavior of Joint
密封剂在柔性连接系统中的结构应用及连接性能
批准号:
62550414
负责人:
TANAKA Kyoji
金额:
$0.26万
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (C)
财政年份:
1987
资助国家:
日本
项目状态:
已结题
起止时间:
1987 至 1989

项目摘要

项目成果

TANAKA Kyoji的其他基金

相关文献

中文摘要
翻译
本文研究了由各种矩形截面的密封胶制成的柔性接头,所得结果如下。(1)接头材料的弹性模量和焊缝形状是影响接头力学性能的主要因素。对于后者,在拉伸和压缩变形中,在焊道中产生的应力取决于深度(D)/宽度(W)的比值,在弯曲变形中,取决于D^2/W的比值。但是,没有观察到的形状依赖性的剪切变形。(2)胎圈变形时的应力分布胎圈横截面上的应力从中心向角部逐渐增大。(3)接头材料的抗疲劳性疲劳过程中,焊缝表面靠近基体的两端出现裂纹,直到裂纹出现的循环次数(N)可用下式表示:log N = -A log(D^n/W)+ B:其中A和B为常数。(4)柔性节点二维结构的荷载-变形关系除了节点材料的弹性模量外,节点的形状对结构的刚度有很大的影响。随着D的增加或W的减小,结构变得更加刚性。(5)基于以上研究的知识,开发了一种新型的高自由度柔性关节系统,并对该系统的性能进行了研究。
英文摘要
Flexible joints made of sealants with various rectangular cross sections were investigated, and the results obtained are as follows.(1) Mechanical behavior of a joint with various cross sections Mechanical behavior of a joint was mainly affected by modulus of a joint material and the shape of a bead. As for the latter, stress induced in a bead is depend on the ratio such as depth(D)/width(W) in tensile and compressive deformation, D^2/W in bending deformation. But, no dependence to the shape was observed in shearing deformation.(2) Stress distribution in a bead deformed Stress in cross sectional area of a bead is gradually increasing from the center to the corner.(3) Fatigue resistance of joint materials Cracks appeared at the both ends, near substrate, on the surfaces of a bead during fatigue operation, and the number of cycles till cracking (N) can be expressed the next equation , log N = -A log ( D^n/W ) + B :where A and B are constants.(4) Load-deformation relation of a two dimensional structure with flexible joints Rigidity of a structure is much affected by the shape of a bead in addition to the modulus of a joint material. The structure becomes more rigid according to an increase of D or a decrease of W.(5) Development of a new flexible joint system Based on the knowledge studied above, a new flexible joint system with higher degree of freedom was developed, and the behavior of the system was investigated.
期刊论文(3)
专著(0)
科研奖励(0)
会议论文
田中享二: 日本建築学会構造系論文報告集. 390号. 10-17 (1988)
田中恭二:日本建筑学会结构系统论文报告,第 390 期。10-17 (1988)。
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通讯作者:
田中享二、小池迪夫、橋田浩、岡本肇、林文秀: "矩形断面をもつシ-リングジョイントの耐疲労性に及ぼす形状・寸法の影響" 日本建築学会構造系論文報告集. 390. 10-16 (1988)
Kyoji Tanaka、Michio Koike、Hiroshi Hashida、Hajime Okamoto、Fumihide Hayashi:“形状和尺寸对矩形截面密封接缝抗疲劳性的影响”日本建筑学会结构工程学报 390. 10-16(1988 年)。 )
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发表时间:
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作者: []
通讯作者:
田中亨二: "シ-リング材を用いた自由度の高い軟らかな接合部の力学挙動" 日本建築学会学術講演梗概集. A. (1990)
田中浩二:“使用密封材料的高自由度软接头的机械行为”日本建筑学会学术讲座摘要A.(1990)。
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作者: []
通讯作者:
Wind Resistance Evaluation of Waterproofing Membranes and Metal Sheet Roofs during Strong Wind
  • 批准号:
    20360249
  • 项目类别:
    Grant-in-Aid for Scientific Research (B)
  • 资助金额:
    $10.32万
  • 财政年份:
    2008
  • 负责人:
    TANAKA Kyoji
  • 依托单位:
Development of techniques on concrete pore structure and distribution observation
  • 批准号:
    15560486
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
  • 资助金额:
    $2.3万
  • 财政年份:
    2003
  • 负责人:
    TANAKA Kyoji
  • 依托单位:
Mechanism of Developing Cold Joint in Concrete, Its Pore Structure and Repair Technique
  • 批准号:
    13650619
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
  • 资助金额:
    $2.11万
  • 财政年份:
    2001
  • 负责人:
    TANAKA Kyoji
  • 依托单位:
Durability and Pore Structure of Concrete subject to Repeated Load
  • 批准号:
    11650578
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
  • 资助金额:
    $1.92万
  • 财政年份:
    1999
  • 负责人:
    TANAKA Kyoji
  • 依托单位: