[1]王新玲,杜琳,黄伟东..混合配筋预应力混凝土管桩抗弯刚度模型研究[J].郑州大学学报(工学版),2013,34(06):80-84.[doi:10.3969/j.issn.1671-6833.2013.06.020]
　WANGXinling,DU Lin,HUANGWeidon9.Stiffness Study ofPrestressedand ReinforcedConcrete CompoundedPipe Pile[J].Journal of Zhengzhou University (Engineering Science),2013,34(06):80-84.[doi:10.3969/j.issn.1671-6833.2013.06.020]
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混合配筋预应力混凝土管桩抗弯刚度模型研究()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
34
期数:
2013年06期
页码:
80-84
栏目:
出版日期:
2013-12-30

文章信息/Info

Title:
Stiffness Study ofPrestressedand ReinforcedConcrete CompoundedPipe Pile
作者:
王新玲; 杜琳; 黄伟东.
郑州大学土木工程学院,河南郑州,450001, 机械工业第六设计研究院有限公司,河南郑州,450001, 郑州市市政工程管理处,河南郑州,450002
Author(s):
WANGXin—ling‘; DU Lin2; HUANGWei—don93
1.School of Civil Engineering，Zhengzhou University，Zhengzhou 450001，China；2.SIPPR Engineering Group Co．，Ltd Zhengzhou 450002，China；3.Zhengzhou City Municipal Engineering Administration，Zhengzhou450002，China)
关键词:
混合配筋预应力混凝土管桩(PRC);  抗弯刚度;  有限元分析;  理论计算
Keywords:
restressed and reinforcedconcrete compoundedpipe pile; bendingstiffness; finite elementanal— ysis; theoretical study
分类号:
TU375.3
DOI:
10.3969/j.issn.1671-6833.2013.06.020
摘要:
混合配筋预应力混凝土管桩(PRC)是在先张法预应力混凝土管桩(PC)基础上,采用预应力钢棒与非预应力普通钢筋间隔对称布置而形成的一种新型预应力管桩,本文在受弯刚度模型试验的基础上,采用通用有限元软件对混合配筋预应力混凝土管桩的抗弯刚度进行了计算分析,通过比较开裂前刚度和开裂后刚度的有限元计算值、试验值和按现行混凝土规范公式的计算值,提出了适应于混合配筋管桩的开裂前和开裂后抗弯刚度的理论计算公式.
Abstract:
The prestressedand reinforced concretecompoundedpipe pile(PRC)is anewtype ofprestressing pipe pile，formedby the symmetrical arrangement of prestressing steel bars and non-prestressed reinforcment，on the basisof pre—tensioned prestressed concrete pipe piles(PHC)andhigh strength prestressedconcrete tu· bular pile．Finally，a computational analysis of the stiffness of the prestressed and reinforced concrete conpounded pipe pile using finite elementsoftware are introduced，by comparing the before—cracking stiffness and after．cracking stiffness of the finite element calculated values，experimental values and calculated values according to the existing concrete specification formula，a theoretical formulais proposed to calculate the before。cracking and after cracking flexural rigidity．

参考文献/References:

[1] REESE L C.cox WR，KOOP F D. Fleld testing andanalysis of laterally loaded piles in stiff[ C]/7 7 th An-nual Offshorc Tech Conf. Houston，Paper OTC 2312,1975,2:671 -690.

更新日期/Last Update: 1900-01-01