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1)  short reinforcing bar
短钢筋
1.
The short reinforcing bar straightener is suited for thereinforcing bar shorter than 1 meter.
短钢筋矫直机适用于矫直长度小于1米、只有任意弯曲形状和严重曲弯程度的钢筋。
2)  short reinforced concrete beam
钢筋砼短梁
1.
This paper comprehensively systematically analyses the effects of the main parameters of short reinforced concrete beams on resistance behavior to seism and overall discusses design principle method and design examples of the ductile short reinforced concrete beams.
综合分析了钢筋砼短梁各主要参数对短梁抗震性能的影响,全面论述了延性钢筋砼短梁的抗震设计原理与方法及设计例题。
3)  Reinforced concrete short column
钢筋混凝土短柱
1.
Analysis of factors affecting shear strength and ductility of reinforced concrete short columns with carbon fiber sheet;
碳纤维布加固钢筋混凝土短柱抗剪承载力与延性的影响因素分析
2.
The improvement to the aseismic behavior of reinforced concrete short columns with continuous carbon fiber sheet;
碳纤维布对钢筋混凝土短柱抗震性能改善效果的研究
3.
Experimental study on behavior of reinforced concrete short column strengthened with carbon fiber sheet under cyclic load;
碳纤维布加固钢筋混凝土短柱在反复荷载下的受力性能试验研究
更多例句>>
4)  reinforced concrete short columns
钢筋混凝土短柱
1.
Research of composite strengthening reinforced concrete short columns;
钢筋混凝土短柱的复合加固研究
2.
Calculation of shear bearing capacity of complex strengthening reinforced concrete short columns;
复合加固钢筋混凝土短柱的试验研究
3.
Experimental study on the application of continuous carbon fiber sheet to improve the ductility of reinforced concrete short columns;
碳纤维布改善钢筋混凝土短柱延性的试验研究
更多例句>>
5)  R.C. short beam
钢筋混凝土短梁
1.
The test theoretical analyses of the shear properties of R.
本文在综述国内外结构转换层工程实践和钢筋混凝土短梁研究成果基础上,对转换层钢筋混凝土短梁的受剪性能进行了理论分析,主要内容包括: (1) 在以往试验基础上,分析了钢筋混凝土简支短梁和连续短梁在受力特点和受剪承载力计算模型上的异同,对承受集中荷载的钢筋混凝土简支短梁和连续短梁提出了受剪承载力计算的软化组合桁架模型,并按软化组合桁架模型推导了钢筋混凝土简支短梁和连续短梁斜截面受剪承载力的理论计算公式。
更多例句>>
6)  reinforced concrete columns
钢筋混凝土轴压短柱
1.
Behavior of short reinforced concrete columns wrapped with FRP under axial compression;
钢筋混凝土轴压短柱包裹纤维材料后的承载性能研究
补充资料：ANSYS SOLID65环向布置钢筋的例子

 ANSYS SOLID65环向布置钢筋的例子
! 一个管道，环向配筋率为1%，纵向配筋率为0.5%，径向配筋率为0.1%
! 作者: 陆新征 清华大学土木系
!
FINISH
/CLEAR


/PREP7
!*
! 单元属性
ET,1,SOLID65
!*
KEYOPT,1,1,0
KEYOPT,1,5,0
KEYOPT,1,6,0
KEYOPT,1,7,1
!*
!实参数1：不同方向配筋
R,1,2,.001, , ,2, .01,
RMORE, 90, ,2,.005 ,90 ,90 ,


!材料属性
!混凝土基本材料属性
MPTEMP,,,,,,,,
MPTEMP,1,0
MPDATA,EX,1,,30E2
MPDATA,PRXY,1,,.2
!屈服准则
TB,MISO,1,1,5,
TBTEMP,0
TBPT,,0.0005,15
TBPT,,0.001,21
TBPT,,0.0015,24
TBPT,,0.002,27
TBPT,,0.003,24
!破坏准则
TB,CONC,1,1,9,
TBTEMP,0
TBDATA,,.5,.9,3,30,,
TBDATA,,,,1,,,
MPTEMP,,,,,,,,
MPTEMP,1,0
!钢材基本属性
MPDATA,EX,2,,200E3
MPDATA,PRXY,2,,.27
!屈服准则
TB,BISO,2,1,2,
TBTEMP,0
TBDATA,,310,2E3,,,,


! 管道内径和外径
CYL4,0,0,3000, , , ,10000
CYL4,0,0,2000, , , ,10000
VSBV, 1, 2


! 定义局部柱坐标
CSWPLA,11,1,1,1,
KWPAVE, 11
WPRO,,-90.000000,
VSBW, 3
WPCSYS,-1,0
KWPAVE, 1
WPRO,,,-90.000000
VSBW,ALL


ESIZE,500,0,
! 注意：设定单元局部坐标
VATT, 1, 1, 1, 11
!*
VSWEEP,ALL
/DEVICE,VECTOR,1
/ESHAPE,1.0
/REPLO
! 注意：红色代表最大配筋方向，绿色代表其次，蓝色表示最小配筋方向

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