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Volume 41 Issue 12
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2011  >  41(12): 24-29
Xiong Xueyu, Gao Feng, Li Yaming. EXPERIMENT AND CALCULATION OF NORMAL SECTION BENDING CAPACITY OF PRESTRESSED STEEL REINFORCED CONCRETE FRAME BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 24-29. doi: 10.13204/j.gyjz201112006
Citation: Xiong Xueyu, Gao Feng, Li Yaming. EXPERIMENT AND CALCULATION OF NORMAL SECTION BENDING CAPACITY OF PRESTRESSED STEEL REINFORCED CONCRETE FRAME BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 24-29. doi: 10.13204/j.gyjz201112006
shu

EXPERIMENT AND CALCULATION OF NORMAL SECTION BENDING CAPACITY OF PRESTRESSED STEEL REINFORCED CONCRETE FRAME BEAMS

doi: 10.13204/j.gyjz201112006
  • 1.

    1. Department of Building Engineering,Tongji University,Shanghai 200092,China;

  • 2.

    2. Key Laboratory of Advanced Civil Engineering Materials(Tongji University),Ministry of Education,Shanghai 200092,China;

  • 3.

    3. Shanghai Institute of Architectural Design &Research Co.Ltd,Shanghai 200041,China

  • Received Date: 2011-07-28
  • Publish Date: 2011-12-20
    Abstract
  • Based on the vertical static test of two prestressed steel reinforced concrete frames, two bending capacity calculated methods are put forward, which consider the impact of lateral restraint on prestressed steel reinforced concrete frame beams.One is the improved general superposition method based on the lower limit theorem of plastic theory calculated results and the other is the method based on the basic assumptions of Code for Design of Concrete Structure.The error between the calculated results by the two methods and those of the test is less than 10%, whose degree of agreement is good, the methods can be used in engineering design and have a certain value of reference for the compilation of Prestressed Concrete Design Code.
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    • References(17)
  • [2] Roeder C W. Composite and Mixed Construction [M]. New York:?ASCE,1984.
    李俊华,李玉顺,王建民,等.型钢混凝土柱粘结滑移本构关系与粘结滑移恢复力模型[J].土木工程学报,2010,43(3):46-52.
    [3] Johnson R P. Composite Structures of Steel and Concrete[M].2nd ed. OXFORD: Blackwell Scientific Publications,1995.
    [4] 王钧,邬丹,郑文忠.预应力 H 型钢混凝土简支梁正截面受力性能试验[J].哈尔滨工业大学学报,2009,41(6):22-27.
    [5] 傅传国,李玉莹,梁书亭.预应力型钢混凝土简支梁受弯性能试验研究[J].建筑结构学报,2007,28(3):62-73.
    [6] 李峰.预应力钢骨混凝土梁承载能力试验研究[D].重庆:重庆大学,2007.
    [7] 张德峰,吕志涛.侧向约束对预应力混凝土框架压力的影响[J].建筑结构,2001,31(5):51-52.
    [8] 熊学玉,张彩红,吴学淑.约束(侧向)对预应力结构设计影响的研究[J].建筑结构,2006,36(11):88-90.
    [9] YB 90822006钢骨混凝土结构技术规程[S].
    [10] JGJ 1382001型钢混凝土组合结构技术规程[S].
    [11] 叶列平,赵树红,方鄂华.钢骨混凝土构件正截面承载力计算[J].工程力学,1999,16(2):29-36.
    [12] 王仁,黄文彬,黄筑平.塑性力学引论[M].北京:北京大学出版社,2003.
    [13] 贾金青,赵国藩,张树建.钢骨钢筋高强混凝土构件正截面承载力[J].大连理工大学学报,2001,41(6):726-730.
    [14] 赵鸿铁.钢与混凝土组合结构[M].北京:科学出版社,2001.
    [15] GB 500102002混凝土结构设计规范[S].
    [16] 龙驭球,包世华.结构力学教程[M].北京:高等教育出版社,1988.
    [17] 吴京,吕志涛,孟少平.高层 PC 大跨结构体系中梁预应力效应的分析[J].东南大学学报,1997,27(增刊):1-4.
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