Study on Fretting Fatigue of Prestressing Cable at, Deviator
Study on Fretting Fatigue of Prestressing Cable at, Deviator
批准号:
10555145
负责人:
KAKUTA Yoshio
金额:
$3.65万
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:
1998
资助国家:
日本
项目状态:
已结题
起止时间:
1998 至 1999
中文摘要
The followings are summary of what have been obtained in this research.·Fatigue strength of prestressing strand under effect of fretting is apparently smaller than that under ordinary fatigue loading。·Fretting fatigue strength is influenced by stress range,slip range and contacting force。The greater stress range is,and the greater contacting force is,the smaller becomes the fatigue strength。The experimental fact indicates that how slip range influences fretting fatigue strength may depend on magnitude of slip range。Extent of influence of stress range and slip range is greater than that of contacting force.·It is necessary to consider effect of slip range in the direction normal to strand axis besides that in the direction of the strand axis.·Fretting fatigue occurs at contacting point between strands rather than between wires in the same strand.This fact indicates that there is the effect of slip range.·Although contacting force is considered greater at inner contacting points than at outer one at deviator,location of fretting fatigue fracture was found almost evenly。This fact indicates either that with magnitude of contacting force observed in the experiment fretting fatigue strength is hardly affected by change in contacting force,or that actual contacting force in the experiment did not change by the location。·Grouting in protection tube for cable and resin coating of strand can increase fretting fatigue strength,However,it is difficult to prevent fretting fatigue fracture by providing them only。·Restriction of grout movement by taper inside protection tube or spacer of strand for reduction of contacting can prevent fretting fatigue fracture。
英文摘要
The followings are summary of what have been obtained in this research.・ Fatigue strength of prestressing strand under effect of fretting is apparently smaller than that under ordinary fatigue loading.・ Fretting fatigue strength is influenced by stress range, slip range and contacting force. The greater stress range is, and the greater contacting force is, the smaller becomes the fatigue strength. The experimental fact indicates that how slip range influences fretting fatigue strength may depend on magnitude of slip range. Extent of influence of stress range and slip range is greater than that of contacting force.・ It is necessary to consider effect of slip range in the direction normal to strand axis besides that in the direction of the strand axis.・ Fretting fatigue occurs at contacting point between strands rather than between wires in the same strand. This fact indicates that there is the effect of slip range.・ Although contacting force is considered greater at inner contacting points than at outer one at deviator, location of fretting fatigue fracture was found almost evenly. This fact indicates either that with magnitude of contacting force observed in the experiment fretting fatigue strength is hardly affected by change in contacting force, or that actual contacting force in the experiment did not change by the location.・ Grouting in protection tube for cable and resin coating of strand can increase fretting fatigue strength, However, it is difficult to prevent fretting fatigue fracture by providing them only.・ Restriction of grout movement by taper inside protection tube or spacer of strand for reduction of contacting can prevent fretting fatigue fracture.
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上田多門: "外ケーブルのフレッティング疲労強度に与える実験手法の影響"プレストレストコンクリートの発展に関するシンポジウム論文集. 9. 541-546 (1999)
Tamon Ueda:“实验方法对外索微动疲劳强度的影响”预应力混凝土发展研讨会论文集 9. 541-546 (1999)。
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Sato, Masaki: "Study on the Equation for Fretting Fatigue Strength of Prestressing Strands"Proc. Of Hokkaido Chapter of JSCE. 55(A). 478-483 (1999)
佐藤正树:“预应力钢绞线微动疲劳强度方程的研究”Proc。
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新井 英雄: "主塔サドルにおける被覆PC鋼より線のフレッティング疲労特性"プレストレストコンクリートの発展に関するシンポジウム論文集. 9. 541-546 (1999)
Hideo Arai:“主塔鞍座中涂层 PC 钢绞线的微动疲劳性能”预应力混凝土进展研讨会论文集 9. 541-546 (1999)。
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森脇 渉: "高腹圧力下におけるPC鋼より線のフレッティング疲労について" 土木学会第53回年次学術講演会講演概要集. 第5部. 971-972 (1998)
Wataru Moriwaki:“关于高腹压下 PC 钢绞线的微动疲劳”日本土木工程学会第 53 届年度学术会议摘要第 5 部分。971-972 (1998)。
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Tamon Ueda: "Prediction of Fretting Fatigue Strength of Prestressing Tendon"Proceedings of the Seventh East Asia-Pacific Conference on Structural Engineering and Construction. Vol.1. 237-242 (1999)
Tamon Ueda:“预应力筋的微动疲劳强度预测”第七届东亚太平洋结构工程与施工会议论文集。
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