种植钢筋,insert rebar,音标,读音,翻译,英文例句,英语词典

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1) insert rebar 点击朗读

种植钢筋

As an advanced post installed anchorage technology,insert rebar has already been applied to civil structural engineering all over the world,and has vast prospect for using in protected engineering.

种植钢筋是一种先进的后锚固技术 ,已广泛应用于国内外的民用结构工程 ,在防护工程中植筋技术具有广阔的应用前景。

2) reinforcing steel implant 点击朗读

钢筋植筋

This article introduced the composition and characteristic of reinforcing steel implant material.

本文介绍了钢筋植筋材料的组成与特点。

3) post-installing rebar 点击朗读

后植入钢筋

4) planting steel chest afterwards 点击朗读

后植入钢筋笼

5) Application of planting steel bar technology in concret structure 点击朗读

钢筋植筋技术应用

6) post-embedded bars 点击朗读

植筋

Performance-based analysis of multiplex failure mode of post-embedded bars in concrete; 点击朗读

混凝土植筋复合破坏形态性能分析

Low frequency cyclic loading tests of reinforced concrete(RC) exterior joints with post-embedded bars were performed after treatment at high temperature.

进行了现浇钢筋混凝土植筋边节点在不同受热温度(常温、植筋后焊接、200和300℃)后的低周反复荷载试验,分析了高温后钢筋混凝土植筋边节点构件在低周反复荷载作用下的破坏形态和恢复力特征,探讨了高温对钢筋混凝土植筋边节点抗震性能的影响。

On the base of documents at home and abroad,this paper concluded current researches about post-embedded bars in RC structure including the studies of behavior of bound anchorage,bearing capacity and seismic resistance.

在国内外文献资料的基础上,从黏结锚固性能、承载力、破坏形态拉拔试验和抗震性能等几个研究方面,总结了植筋锚固性能的研究现状,针对植筋锚固性能的试验研究和理论分析,提出了有待进一步深入研究的课题。

更多例句>>

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

钢筋混凝土特种结构植筋锚筋种筋带筋钢筋钢筋

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	您的位置：首页 -> 词典 -> 种植钢筋 1) insert rebar 种植钢筋 1. As an advanced post installed anchorage technology,insert rebar has already been applied to civil structural engineering all over the world,and has vast prospect for using in protected engineering. 种植钢筋是一种先进的后锚固技术 ,已广泛应用于国内外的民用结构工程 ,在防护工程中植筋技术具有广阔的应用前景。 2) reinforcing steel implant 钢筋植筋 1. This article introduced the composition and characteristic of reinforcing steel implant material. 本文介绍了钢筋植筋材料的组成与特点。 3) post-installing rebar 后植入钢筋 4) planting steel chest afterwards 后植入钢筋笼 5) Application of planting steel bar technology in concret structure 钢筋植筋技术应用 6) post-embedded bars 植筋 1. Performance-based analysis of multiplex failure mode of post-embedded bars in concrete; 混凝土植筋复合破坏形态性能分析 2. Low frequency cyclic loading tests of reinforced concrete(RC) exterior joints with post-embedded bars were performed after treatment at high temperature. 进行了现浇钢筋混凝土植筋边节点在不同受热温度(常温、植筋后焊接、200和300℃)后的低周反复荷载试验,分析了高温后钢筋混凝土植筋边节点构件在低周反复荷载作用下的破坏形态和恢复力特征,探讨了高温对钢筋混凝土植筋边节点抗震性能的影响。 3. On the base of documents at home and abroad,this paper concluded current researches about post-embedded bars in RC structure including the studies of behavior of bound anchorage,bearing capacity and seismic resistance. 在国内外文献资料的基础上,从黏结锚固性能、承载力、破坏形态拉拔试验和抗震性能等几个研究方面,总结了植筋锚固性能的研究现状,针对植筋锚固性能的试验研究和理论分析,提出了有待进一步深入研究的课题。更多例句>> 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

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