1) curviform T-beam
曲线形T梁
1.
Substructure analysis method of curviform T-beam
曲线形T梁的子结构分析方法
2) curved box girders
曲线箱形梁
1.
A new nonlinear analysis model of reinforced concrete curved box girders is established.
建立了一种钢筋混凝土曲线箱形梁非线性分析的计算模型 。
3) T-shape beam
T形梁
1.
In order to reveal the flexural behaviors of FC bending members,twelve T-shape beams reinforced by FC were used to test the flexural behaviors,and the beam crack and its development as well as the bending capacity were analyzed.
为了解FC受弯构件的抗弯性能,文中进行了12根复合材料T形梁的抗弯试验,对构件的开裂及发展情况以及正截面抗弯承载力进行了对比分析。
2.
Jiyuan-dongming highway road with 4×35 meters prestressed T-shape beam cross above the other highway road.
济源(河南省)至东明(山东省)高速公路与国家主干线阿荣旗至深圳高速公路在河南省新乡长垣县立体交叉,济源至东明高速设计4×35m预应力T形梁上跨通过。
3.
The issue that T-shape beam splits under the influence of temperature variation is theoretically ana-lyzed and appropriate solutions are given.
对遇到的T形梁板由于温度变化的影响而开裂问题,作必要的理论分析并提出适当的解决措施。
4) T-beam
T形梁
1.
An Analysis of Connecting Stresses between T-beam sCompression Flange and Web & Its Design;
T形梁受压翼缘与腹部的连接应力分析及设计
2.
In this paper, through test of concrete T-beams strengthened with carbon fiber reinforced polymer (CFRP) sheets on three sides, the failure modes, ultimate flexural limit states and designing demands are discussed.
通过对三面围覆碳纤维布进行加固的钢筋混凝土T形梁的试验,探讨了梁的受弯破坏形态、极限状态和设计要求,并根据实测纤维布极限应变值,讨论了纤维布允许拉应变的取值问题。
3.
Space shell model was adopted to assess the vehicle load transversal distribution coefficients of three haulage fleets on a simple T-beam curved bridge under the load level of vehicle-20 and at 1/2 & 1/4 span locations and beside the seat location.
利用空间板壳模型对孔径 30m的 1孔简支T形梁桥在 3个车队超 2 0级汽车荷载作用下 ,1/ 2、1/ 4孔径和支座边等位置的车辆荷载横向分配系数进行分析 ,结果显示 :弯桥荷载横向分布系数相对直桥荷载横向分布系数相差很小。
5) T-shaped beam
T形梁
1.
The cause and prevention of deformation of prestressed T-shaped beam;
预应力T形梁产生变形的原因及防治措施
6) T beam
T形梁
1.
According to relevant experimental results,the calculating methods of bending strength and crack for steel fiber reinforced ferroconcrete T beam are studied.
根据有关试验结果 ,研究了钢纤维增强钢丝网混凝土T形梁的正截面强度及裂缝计算方法。
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