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新型钢桥面铺装材料在疲劳与冲击交替加载作用下的损伤分析

Damage Analysis of a New Type of Steel Bridge Deck Pavement Material Under Alternating Loading of Fatigue and Impact

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【作者】 黄成造刘逸平何庭蕙朱国何汤立群

【Author】 HUANG Cheng-zao1,LIU Yi-ping2,HE Ting-hui2,ZHU Guo-he2,TANG Li-qun2(1.Chang′an University,Xi′an 710064,China;2.South ChinaUniversity of Technology,Guangzhou 510640,China)

【机构】 长安大学华南理工大学华南理工大学 陕西西安710064广东广州510640

【摘要】 对液体橡胶混凝土圆柱体试件进行疲劳与冲击交替加载试验,测量每次加载前后弹性模量的变化,用弹性模量的衰减定义损伤,分析这种新型桥面铺装材料在疲劳与冲击交替加载作用下损伤的演化情况,比较完成特定次数疲劳循环后材料在相同冲击速度下的力学响应,并对单独疲劳加载情况下材料内部损伤的演化进行分析。

【Abstract】 The alternating loading tests of fatigue and impact for cylindrical specimens of the liquid rubber concrete were made,the variations of elastic modulus of the concrete were measured before and after loading each time in the tests and the damage to the concrete was defined by the decaying of the elastic modulus.The damage evolution of such a new type of the deck pavement concrete material under the alternating loading of fatigue and impact was analyzed,the mechanical responses of the material under the same impact velocity after given cycles of fatigue loading were compared and the damage evolution inside the material just under the single fatigue loading was analyzed as well.

【基金】 广东省自然科学基金资助项目(05006591);广州市公路管理局科技项目资助
  • 【文献出处】 桥梁建设 ,Bridge Construction , 编辑部邮箱 ,2008年03期
  • 【分类号】U444
  • 【被引频次】9
  • 【下载频次】224
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