1) bridge pavement of box girder bridge
箱型梁桥桥面铺装
2) steel box girder bridge deck pavement
钢箱梁桥面铺装
1.
According to the phenomenon that the pavement has not reached the designed service life but appears the diseases such as process or apophysis exist in the steel box girder bridge deck pavement effectively,a new type scheme that anti-slipping pavement materials is provided by grouting epoxy resin in the OGFC.
针对当今钢箱梁桥面铺装层普遍存在的不到设计使用年限就出现的推移、拥包等病害,提出环氧灌入式大空隙沥青混凝土钢箱梁桥面铺装方案。
3) Deck paving
桥面铺装
1.
Connection of damage in deck paving on concrete bridges to design and construction;
混凝土桥面铺装病害与设计和施工的关系浅析
2.
Based on analyzing the performance of epoxy asphalt concrete, the epoxy asphalt concrete as the deck paving in the big span steel bridge can be used.
通过对环氧沥青混凝土性能的分析 ,得出了环氧沥青混凝土在大跨径钢桥桥面铺装中应用的可行性 ,并结合实际研究了环氧沥青混凝土的配制和施工工
3.
The paper states the basic form of deck structure,presents some views of the problemsin current deck paving.
本文论述桥面构造的基本形式，对现行的桥面铺装存在的问题提出了～些看法；调查了现行的桥面铺装的破坏情况并提出了必要的改进措施，对铺装结构提出了供讨论的方案。
4) Bridge deck pavement
桥面铺装
1.
The causes of cracks of concrete bridge deck pavement layer and its prevention measures;
混凝土桥面铺装层裂缝成因分析及防治措施
2.
The emulation analysis to the temperature effect of the bridge deck pavement of long-span bridge;
大跨度桥梁桥面铺装温度效应仿真分析
3.
Study on the causes of premature deterioration of bridge deck pavement in expressway and prevention measures;
高速公路桥面铺装早期病害原因及防治措施
5) deck pavement
桥面铺装
1.
Tensile Limit State Analysis in Bridge Deck Pavement Design;
桥面铺装抗拉承载能力极限状态分析
2.
Rational simplified model of finite element analysis for deck pavement of long-span steel bridge;
大跨钢桥桥面铺装有限元分析合理简化模型
3.
Discussion on the deck pavement disease of Qianwei Minjiang river bridge;
犍为岷江大桥桥面铺装病害探讨
6) bridge pavement
桥面铺装
1.
Analyzing the hazards of asphalt concrete bridge pavement;
沥青砼桥面铺装病害成因分析
2.
Micro-stress failure analysis of bridge pavement of steel fiber;
钢纤维混凝土桥面铺装层的细观应力破坏分析
3.
On the damage formation and countermeasures for Dog River bridge pavement;
浅谈狗河桥面铺装病害成因及整治
补充资料：ANSYS壳单元分析箱梁
! Analysis a box beam section with shell elements of ANSYS
! 用ansys的壳体单元分析箱梁
! Box dimension: 10*4*4m with shell thickness of 0.04m
! By Lu Xinzheng, Depart. Civil Engineering, Tsinghua University, Beijing
! 陆新征，清华大学土木系
! Aug. 2004
! Define the Element
! 定义单元
/PREP7
!*
ET,1,SHELL93
!*
! Define the section for shells
! 定义壳单元截面
R,1,.04, , , , , ,
!*
! Define the material
! 定义材料
MPTEMP,,,,,,,,
MPTEMP,1,0
MPDATA,EX,1,,200e9
MPDATA,PRXY,1,,.3
! Setup the model
! 建模
! Define the keypoints
! 定义关键点
k,1,0,0,0
k,2,4,0,0
k,3,4,4,0
k,4,0,4,0
! Define the lines
! 定义线
l,1,2
l,2,3
l,3,4
l,4,1
! Define the section area
! 定义截面
a,1,2,3,4
! 用ansys的壳体单元分析箱梁
! Box dimension: 10*4*4m with shell thickness of 0.04m
! By Lu Xinzheng, Depart. Civil Engineering, Tsinghua University, Beijing
! 陆新征，清华大学土木系
! Aug. 2004
! Define the Element
! 定义单元
/PREP7
!*
ET,1,SHELL93
!*
! Define the section for shells
! 定义壳单元截面
R,1,.04, , , , , ,
!*
! Define the material
! 定义材料
MPTEMP,,,,,,,,
MPTEMP,1,0
MPDATA,EX,1,,200e9
MPDATA,PRXY,1,,.3
! Setup the model
! 建模
! Define the keypoints
! 定义关键点
k,1,0,0,0
k,2,4,0,0
k,3,4,4,0
k,4,0,4,0
! Define the lines
! 定义线
l,1,2
l,2,3
l,3,4
l,4,1
! Define the section area
! 定义截面
a,1,2,3,4
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条