1) box curved beam
箱形曲梁
1.
This paper makes the analysis and calculation of the stability of I-type curved beam and box curved beam, and simulates the working performances of the curved beams with two kinds of sections under the vertical even load along the full span.
对工字形和箱形曲梁进行了稳定分析计算,模拟了在满跨均布竖向荷载作用下两种截面曲梁的工作特性。
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) Thin walled curved box girders
薄壁曲线箱形梁
4) curved box bridge
曲线箱形梁桥
1.
The natural frequencies of the curved box bridge are solved with the method.
将高精度的精细积分法和力学概念清晰的传递矩阵法结合起来,以微分方程和矩阵分析理论为基础,提出了一种新的精细传递矩阵形式,推导了该方法的计算公式,并用于求解曲线箱形梁桥的自振频率。
5) curved box girder
曲线箱梁
1.
Analysis of shear lag and effect factors in curved box girder;
曲线箱梁剪力滞效应及其影响因素
2.
Effect of spatial prestressing for curved box girder bridges;
曲线箱梁桥空间预应力效应分析
3.
A dynamic model of curved box girder beam in highway interchanges;
立交桥曲线箱梁动力分析模型
6) Curved box beam
曲线箱梁
1.
Based on the numerical results of model test, the distribution of transverse stress in flanges of curved box beam is presented in this paper.
通过对模型试验结果的分析 ,总结出了曲线箱梁横向应力的分布规律 。
2.
In the mechanical analysis of curved box beam, the shear - lag effect and the effect of curvature anus on the geometric properties of cross - section are considered.
在分析曲线箱梁力学性能时考虑了剪力滞效应，并且还考虑了曲车半径对箱梁截面特性的影响，推导了曲线箱梁在不同支承条件及载荷型式下的纵向剪切位移差公式。
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