|
OALib Journal期刊
ISSN: 2333-9721
费用：99美元
|
|
|
|
开口加劲肋正交异性钢桥面铺装力学行为特性研究
, PP. 113-116
Keywords: 桥梁工程,力学行为,有限元法,钢桥面铺装,开口加劲肋
Abstract:
为了研究开口加劲肋正交异性钢桥面铺装的力学行为特性,通过建立钢箱梁和铺装整体三维有限元模型,分析了荷载作用下铺装层最大拉应力、铺装与钢板层间最大剪应力等技术指标的变化及分布规律。得到如下结论拉应力是导致铺装出现开裂破坏的主要原因,疲劳裂缝应沿桥梁的纵向;当以拉应力作为控制指标时,钢桥面铺装在距离横隔板0.4m范围内受力最为不利;开口加劲肋正交异性钢桥面铺装应变水平远大于一般沥青路面;铺装对车辆荷载的应力应变响应具有很强的局部效应;铺装与钢板层间剪应力较大,在铺装结构设计时应注意选择具有较强抗剪强度的粘结材料。
| [1] | 黄卫,钱振东.大跨径桥梁钢桥面铺装设计理论与方法
|
| [2] | [M].北京:人民交通出版社,2006.HUANG Wei,QIAN Zhen-dong.Theory and Method of Deck Paving Design for Long-span Bridges
|
| [3] | 徐军,陈忠延.正交异性钢桥面板的结构分析
|
| [4] | [J].同济大学学报(自然科学版),1999(2):170-174.XU Jun,CHEN Zhaong-yan.Structural Analysis of Orthotropic Steel Bridge Deck
|
| [5] | [J].Journal of Tonal University,1999 (2):170-174.
|
| [6] | [J].Transportation Research Record,1999,1688:172-180.
|
| [7] | [D].南京:东南大学交通学院,2006.CHEN Xian-hua.Research on Fatigue Characteristics of Surfacings on Orthotropic Steel Bridge Decks Based on Composite Beams
|
| [8] | [D].Nanjing:Southeast University Transportation College,2006.
|
| [9] | [C]//Transportation Research Board Annual Meeting.Washington D C:2006:182-188.
|
| [10] | WOLCHUK R.Structural Behaviour of Surfacings on Steel Orthotropic Decks and Comiderations for Practical
|
| [11] | [M].Beijing:China Communications Press 2006.
|
| [12] | WOLCHUK R.Steel Orthotropic Decks:Developmenls in the 1990s
|
| [13] | HUANG H.Behavior of Open Steel Grid Decks for Bridges
|
| [14] | [J].Journal of Constructional Steel Research,2002,58:819-842.
|
| [15] | 钱振东,罗剑,敬淼淼.沥青混凝土钢桥面铺装方案受力分析
|
| [16] | [J].中国公路学报,2005,18(2):61-64.QIAN Zhen-dong,LUO Jian,JING Miao-miao.Mechanical Analysis of Asphalt Concrete Paving Projects on Steel Bridge Deck
|
| [17] | [J].China Journal of Highway and Transport,2005,18(2):61-64.
|
| [18] | 陈先华.基于复合梁的钢桥面铺装层疲劳特性研究
|
| [19] | NAKANISH H.Strength Ceneration of Epoxy Asphalt Mixture
|
| [20] | [C]//3nd China-Japan Workshop on Pavement Technologies.Nanjing:2005:79-89.
|
| [21] | JTG D60-2004,公路桥涵设计通用规范
|
| [22] | [S].JTG D60-2004,General Code for Design of Highway Bridges and Culverts
|
| [23] | [S].
|
| [24] | GUNTHER G H,BILD S,SEDLACEK G.Durability of Asphalt Pavements on Orthotropic Decks of Steel Bridges
|
| [25] | [J].Journal of Constructional.Steel Research,1987(7):85-106.
|
| [26] | ARNAUD L,A HOUEL.Fatigue Darnage and Cracking of As phalt Pavement on Otrhotropic Steel Bridge Deck
|
| [27] | [J].Structural Engineering International,International Association of Bridge and Structural Engineering International,2002,12(2):44-50.
|
| [28] | 黄仰贤.路面分析与设计
|
| [29] | [M].北京:人民交通出版社,1998.HUANG Yang-xian.Pavement Analysis and Design
|
| [30] | [M].Beijing:China Communications Press,1998.
|
| [31] | 黄晓明,赵永利,高英.高速公路沥青路面设计理论与方法
|
| [32] | [M].北京:人民交通出版社,2006.HUANG Xiao-ming,ZHAO Yong-li,GAO Ying.Theory and Method of Asphalt Pavement on Expressway
|
| [33] | [M].Beijing:China Communications Press,2006.
|
Full-Text
|
|
Contact Us
service@oalib.com QQ:3279437679 
WhatsApp +8615387084133
|
|
