[1]李 红,侯雪林,刘伯权,等.T 型钢黏结锚固长度及可靠度分析[J].西安建筑科技大学学报:自然科学版,2011,43(03):347-352.[doi:DOI :10.15986/j .1006-7930.2011.03.018]
 L I Hong,HOU X ue-lin,LIU Bo-quan,et al.Analysis of the reliability and anchorage length for anchoring of T-steels[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2011,43(03):347-352.[doi:DOI :10.15986/j .1006-7930.2011.03.018]
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T 型钢黏结锚固长度及可靠度分析()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
43
期数:
2011年03期
页码:
347-352
栏目:
出版日期:
2011-06-30

文章信息/Info

Title:
Analysis of the reliability and anchorage length for anchoring of T-steels
文章编号:
1006-7930(2011)03-0347-06
作者:
李 红1 侯雪林2 刘伯权1 吴 涛1
(1.长安大学建筑工程学院, 陕西西安710061;2.中铁西南科学研究院有限公司, 四川成都610031)
Author(s):
L I Hong1 HOU X ue-lin2 LIU Bo-quan1 WU Tao1
(1 .Schoo l of Civ il Eng ., Chang’ an Univ ., Xi′an 710061 , China ;
2.China Railw ay So uthw est Resear ch Institute Co .Ltd .Cheng du 610031 , China)
关键词:
型钢混凝土结构锚固长度可靠度统计参数
Keywords:
SRC structure anchorage length re liability statistica l parameter .
分类号:
TU398 .9 ;TU375
DOI:
DOI :10.15986/j .1006-7930.2011.03.018
文献标志码:
A
摘要:
在T 型钢与混凝土黏结性能试验研究结果的基础上, 对已获得的T 型钢在锚固时的极限黏结应力τu
的回归方程、统计数据以及推出试验有关构件的材料性能和几何尺寸的统计参数, 应用数理统计的方法, 对T
型钢锚固的可靠度和
Abstract:
Ba sed on the resea rch in bo nd str eng th between T-steel and concrete , and the reg ressio n formula o f limit bonding
stress τu w he n T-steel unde r ancho ring , statistical da ta o f fig ures a nd geome tric dimensions o f material r elated to the e xperiment
, the deg ree of r eliability of steel anchoring is analy zed with statistics.This paper also discusses the ancho ring
per forma nce of T-steel and thus determines the desig n ancho rag e leng th o f the T-steel fo r co ncre te w ith different deg rees
of streng th w hich is in acco rdance with the reliability .

参考文献/References:

[ 1]  薛建阳, 赵鸿铁.型钢混凝土黏结滑移理论及其工程应用[ M] .北京:科学出版社, 2007 .
XUE Jian-yang , ZH AO H ong-tie .Study o n the Theory and its Enginee ring Applica tion o f Bond slip between S teel
Shape and Co ncre te in SRC[ M] .Beijing :Scientific Pr ess, 2007.
[ 2]  马洪宝.T 型钢与混凝土黏结滑移的试验研究[ D] .西安:长安大学, 2007 .
MA H ong-bao .Experimental investig atio n on the bond-slip behav io r betw een T section steel and co ncrete in SRC
structures [ D] .Xi′an:Chang’ an Univer sity , 2007 .
[ 3]  徐有邻.变形钢筋混凝土黏结锚固性能的试验研究[ D] .北京:清华大学, 1990.
XU You-lin.Experimental study o n bo nd anchor age behav io rs be tw een defo rmed r einforcing ba rs and concrete[ D] .
Beijing :T sing hua Unive rsity , 1990 .
[ 4]  邵卓民, 沈文都, 徐有邻.钢筋混凝土的锚固可靠度及锚固设计[ J] .建筑结构学报, 1987(4):36-49.
SH AO Zhuo-min , SH EN Wen-du , XU You-lin.Reinfo rced Co ncre te ancho rage reliability and desig n[ J] .Jo urnal o f
Building Str uctures , 1987(4):36-49 .
[ 5]  李 红, 马洪宝, 潘 浩.T 型钢与混凝土黏结强度的试验研究[ J] .西安建筑科技大学学报:自然科学版, 2008 , 40
(3):307-311 .
LI H ong , MA Ho ng-bao , PAN Hao .Inv estiga tion o n the bo nd st reng th betw ee n stee l and co ncre te in SRC str uctures
.[ J] .J .Xi′an Univ .o f Arch .&Tech.:Natural Science Editio n, 2008, 40(3):307-311.
[ 6]  李继华, 林忠民, 李明顺.建筑结构概率极限状态设计[ M] .北京:中国建筑工业出版社, 1990 .
LI Ji-hua , LIN Zho ng-min , LI Ming-shun.The building st ruc ture probability limit states desig n[ M] .Beijing :China
Architecture and Building Press , 1990 .
[ 7]  GB50068-2001 建筑结构可靠度设计统一标准[ S] .北京:中国建筑工业出版社, 2001 :14 .
GB50068-2001 Unified standar d for reliability desig n of building str uctures[ S] .Beijing :China Architecture and
Building Press, 2001 :14.
[ 8]  ZHENG S S, DENG G Z, ZHANG L.Study o n the basic theory o f bond-slip in steel reinforced Concrete structure[ C] ∥
The eighth international sympo sium on structural engineering for y oung ex por ts , August 20-23 2004, Xi′an, China.

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备注/Memo

备注/Memo:
收稿日期:2010-04-09   修改稿日期:2011-04-12
基金项目:国家自然科学基金资助项目(50608004);高等学校博士点基金资助项目(20060710004)
作者简介:李 红(1965-), 女,山东龙口人, 副教授, 主要从事混凝土及钢-混凝土结构、工程抗震方面的研究
更新日期/Last Update: 2015-11-01