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1)  arrangement ways of reinforcement
布筋方式
1.
Influence of arrangement ways of reinforcement of prestressing tendon on the box girder natural frequency
预应力筋布筋方式对简支梁固有频率的影响
2)  arrangement way of the rebar
钢筋布置方式
3)  The Style of Reinforce Assignment
布筋形式
4)  tendons disposal
布筋型式
1.
This paper analyzes influence of tendons disposal to load-carrying capacity of the quadrilateral simply supported slabs, and put forward a reasonable tendons disposal, with testing three tendons disposal slabs, to make good use of prestress effect, reduce tendons areas, depress cost of structures, and simplify construction.
为了充分发挥预应力筋的预应力效应,减小预应力筋用量,降低造价,简化施工,本文分析了预应力筋布筋型式对四边简支预应力混凝土双向板承载力的影响,结合三块不同配筋型式板的试验结果,提出了预应力筋的合理布筋型式。
5)  reinforced arrangement
配筋方式
6)  Well pattern
布井方式
1.
Based on the study of the gas reserve scale and oil-gas distribution for ordinary heavy oil reservoir with gas cap of Cao 31 fault block in Lean oilfield, using reservoir engineering and numerical simulation, optimizing study on development technical limits for oil reservoir with small gas cap including production method, well pattern, waterflooding time is carried out.
针对乐安油田草31断块的气顶稠油油气藏,在落实天然气储量规模和油气分布的基础上,运用油藏工程方法,借助数值模拟手段,对小气顶油藏的开采方式、布井方式、注水时机等开发技术界限进行了优化研究,确定出适宜该油气藏的开发方案。
2.
Nine sorts of well patterns for thermal recovery are designed for three types of super heavy oil reservoirs in Shengli petroliferous province.
针对胜利油区三类超稠油油藏 ,设计了九种热采布井方式 ,通过数值模拟计算 ,研究各种井网对不同类型超稠油油藏的适应性 ,并结合经济分析 ,优化出各类超稠油油藏所适宜的布井方式、井距及热采操作参数。
3.
Optimal well pattern and optimum fractures are the important link of development program,they also play a decisive part in expanding recoverable reserves,recovery factor and production of natural gas.
优化的布井方式和压开最合适的裂缝是开发方案的重要环节 ,对致密气层获得扩大的可采储量、天然气采收率和增加日产量有决定性作用。
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。
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