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1)  three way system of reinforcement
三向钢筋式
2)  vertical reinforcement
竖向钢筋
1.
Treatment of vertical reinforcement displacement in reinforced concrete structure and its prevention;
钢筋混凝土结构中竖向钢筋位移的处理和防治
2.
Combined with the practice in quality supervision six kinds of quality defects and their causing reasons in electroslag pressure welding adaptor of vertical reinforcement are summarized.
结合质量监督工作实践 ,总结出竖向钢筋电渣压力焊接头常见的六种质量缺陷及产生的原因 ,提出了防治的措施 ,同时阐明了质量检查验收应注意的几个要点问
3)  longitudinal reinforcement
纵向钢筋
4)  transverse reinforcement
横向钢筋
1.
When transverse reinforcement is lower than some value, longitudinal failure will occur in concrete slabs of composite beams and cause reduction of ultimate resistance of composite beams.
在钢混凝土组合梁中,栓钉传递的剪力作用在混凝土板上,当横向钢筋配筋率低于一定值时,混凝土板会发生纵向剪切破坏,从而会导致组合梁的极限承载力降低,不能充分发挥组合梁的优势。
2.
Transverse reinforcement has important influence on longitudinal crack.
在前人所做的钢-混凝土组合梁试验中,混凝土板若过早出现纵向裂缝,则会导致组合梁达不到极限抗弯承载力,经研究可知横向钢筋对纵向开裂有重要影响,并通过试验研究和有限元分析发现,纵向布置单排栓钉的组合梁若横向钢筋不足,通常会发生纵向劈裂破坏,纵向布置多排栓钉一般会发生纵向剪切破坏。
5)  Vertical reinforcing steel bar
竖向钢筋
1.
The application of electroslag pressure welding of vertical reinforcing steel bar in engineering of Taoluyuan quarter;
竖向钢筋电渣压力焊技术在工程中的应用
6)  longitudinal steel
纵向钢筋
1.
Influence of longitudinal steel on ductility of square columns under axial load;
纵向钢筋对矩形混凝土轴心受压柱延性的影响(英文)
2.
This paper presents calculation methods for reinforced concrete eccentric compression member with ring section, its contents are determination of longitudinal steel for new design member and calculation of carrying capacity for already reinforced members.
本文为钢筋混凝土环形截面偏心受压构件的计算,内容有纵向钢筋的确定、已配筋截面承载力的计算。
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