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重載交通對(duì)預(yù)應(yīng)力混凝土梁疲勞性能影響研究*
趙川1,2,竇遠(yuǎn)明1,2,孫吉書1,2,李巖峰1,2
摘 要

(1 河北工業(yè)大學(xué)土木工程學(xué)院,  天津 300401; 2 河北省土木工程技術(shù)研究中心, 天津 300401)

[摘要]為了得到重載交通對(duì)預(yù)應(yīng)力混凝土梁的疲勞性能影響,對(duì)9根預(yù)應(yīng)力混凝土模型梁分別進(jìn)行靜載試驗(yàn)和等幅疲勞試驗(yàn)研究。研究結(jié)果表明,部分試驗(yàn)梁在經(jīng)歷過200萬次疲勞荷載作用后,其靜力極限強(qiáng)度不但沒有大幅度降低,反而略有提高;在重載作用下的疲勞破壞均始于非預(yù)應(yīng)力鋼筋的疲勞斷裂;試驗(yàn)過程中疲勞損傷明顯呈三階段發(fā)展規(guī)律,當(dāng)疲勞荷載上限達(dá)到0-7倍的極限荷載時(shí),疲勞壽命大于200萬次,當(dāng)疲勞荷載上限達(dá)到0-75倍極限荷載時(shí),疲勞壽命僅為10-2萬次,當(dāng)疲勞荷載上限達(dá)到0-85倍的極限荷載時(shí),預(yù)應(yīng)力混凝土梁的疲勞壽命僅為5-1萬次;得到了預(yù)應(yīng)力混凝土梁的容許疲勞壽命方程。

[關(guān)鍵詞]重載交通; 疲勞壽命; 等幅疲勞試驗(yàn); 預(yù)應(yīng)力混凝土梁; 疲勞損傷

中圖分類號(hào):TU375文獻(xiàn)標(biāo)識(shí)碼:A文章編號(hào):1002-848X(2017)06-0055-05

 

Study of heavy load traffic effect on fatigue performance of pre-stressed concrete beams

Zhao Chuan1,2, Dou Yuanming1,2, Sun Jishu1,2, Li Yanfeng1,2

(1 College of Civil Engineering, Hebei University of Technology, Tianjin 300401, China;

2 Civil Engineering Technology Research Center of Hebei Province, Tianjin 300401,China)

Abstract:In order to get the impact of heavy load traffic on fatigue performance of pre-stressed concrete beams, static load tests and constant amplitude fatigue experiments were conducted on 9 pre-stressed concrete beam models respectively. The results show that static ultimate strength of part of the experimental beams not only fails to reduce significantly but slightly increases after experiencing 2 million times of fatigue load actions. The fatigue damage under heavy load starts from fatigue fracture of non-pre-stressed reinforcement. The fatigue damage during the test shows three-stage development rule clearly. When the upper limit of fatigue load reaches the 0-7 times of the ultimate load, the fatigue life is over 2 million times. When the upper limit of fatigue load reaches the 0-75 times of the ultimate load, the fatigue life is only 102 000 times. When the upper limit of fatigue load reaches the 0-85 times of the ultimate load, the fatigue life is only 51 000 times. Then the allowed fatigue life equation of pre-stressed concrete beam was obtained.

Keywords:heavy load traffic; fatigue life; constant amplitude fatigue experiment; pre-stressed concrete beam; fatigue damage

 

*河北省交通廳資助項(xiàng)目(Y-2012046)。

 

作者簡(jiǎn)介:趙川,博士,Email: zcsunshine@yeah.net。

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