CN 11-2068/TU ISSN 1000-8993

Source Journal for Chinese Scientific and Technical Papers

Core Journal of RCCSE

Included in JST China

Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field

PDF
Cite
Share

facebook

twitter

google

linkedin

Volume 39 Issue 4

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(4): 106-109

Lǘ Weijun, Lǘ Weirong. STUDY OF COMPRESSIVE STRENGTH OF GROUTED CONCRETE MASONRY[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 106-109. doi: 10.13204/j.gyjz200904024

Citation:

Lǘ Weijun, Lǘ Weirong. STUDY OF COMPRESSIVE STRENGTH OF GROUTED CONCRETE MASONRY[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 106-109. doi: 10.13204/j.gyjz200904024

Lǘ Weijun, Lǘ Weirong. STUDY OF COMPRESSIVE STRENGTH OF GROUTED CONCRETE MASONRY[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 106-109. doi: 10.13204/j.gyjz200904024

Citation:

Lǘ Weijun, Lǘ Weirong. STUDY OF COMPRESSIVE STRENGTH OF GROUTED CONCRETE MASONRY[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 106-109. doi: 10.13204/j.gyjz200904024

STUDY OF COMPRESSIVE STRENGTH OF GROUTED CONCRETE MASONRY

doi: 10.13204/j.gyjz200904024

Lǘ Weijun¹,
Lǘ Weirong²

1.
1. Central South University of Forestry and Technology,Changsha 410004,China;
2.
2. Hunan University of Science and Technology,Xiangtan 411201,China

Received Date: 2008-04-18
Publish Date: 2009-04-20

Abstract

Based on the results of a mass of grouted concrete masonry tests,deformation compatibility and static balance,the mean compressive strength,f_g,m,is presented by strength ratio of grouted concrete and block.The calculated results have been observed to not only be in good agreement with trial data,but also reflect decrease in the strength of grouted masonry when the strength of grouted concrete was increased.
- compressive strength,
- grouted concrete masonry,
- deformation compatibility,
- static balance

References

施楚贤.砌体结构理论与设计[M].2版.北京:中国建筑工业出版社,2003;

[2] Ahmad A.Hamid,Robert G.Drysdale.Suggested Failure Criteria forGrouted Concrete Masonry Under Axial Compression[J].ACI,1979,76(10):1047-1062;

[3] Tariq S Cheema,Richard E Klingner.Compressive Strength ofConcrete Masonry Prisms[J].ACI Journal,1986:88-97;

[4] Hasan Orhun K ksal,Cengiz Karako,Hakki Yildirim.CompressionBehavior and Failure Mechanisms of Concrete Masonry Prisms[J].ASCE,2005,17(1):107-115;

[5] Drysdale Robert G,Hamid Ahmad A.Behavior of Concrete BlockMasonry Under Axial Compression[J].ACI Journal,1979,76(6):707-72;

[6] Priestley MJ N,Elder D M.Stress-Strain Curves for Unconfined andConfined Concrete Masonry[J].ACI,1983,80(3):192-201;

[7] 程才渊,吴明舜,孙恒军.混凝土小砌块灌芯砌体抗压及弹性模量试验研究[J].四川建筑科学研究,2003,29(1):56-59;

[8] GB5003-2001砌体结构设计规范[S];

[9] 施楚贤,谢小军.混凝土小型空心砌块砌体受力性能[J].建筑结构,1999(3):10-12;

[10] 江波.高强砌块填芯砌体基本力学性能试验研究[D].哈尔滨:哈尔滨建筑大学,2000;

[11] GB50009-2001建筑结构荷载规范[S];

[12] 祝英杰.高强混凝土砌块砌体基本力学性能的试验研究及其动力分析[D].沈阳:东北大学,2001;

[13] 孙恒军.配筋砌体基本力学性能及其墙片抗震性能的试验研究[D].上海:同济大学,2002;

[14] 张云杰.混凝土砌块砌体轴压应力应变关系试验研究[D].哈尔滨:哈尔滨工业大学,2002;

[15] Xiao Xiaosong,Lu Xilin.Study on Bearing Capacity of ConcreteMasonry[C]∥11th IBMaC.Shanghai:TongJi University Press,1997:1290-1297;

[16] 宋力.混凝土砌块砌体基本力学性能试验研究与非线性有限元分析[D].长沙:湖南大学,2000;

[17] 全成华.配筋砌块砌体剪力墙静动力性能研究[D].哈尔滨:哈尔滨建筑大学,2002;

[18] 杨伟军.混凝土砌体配筋剪力墙研究及砌体结构可靠性分析[D].长沙:湖南大学,2000.

Relative Articles

Cited By

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Article Metrics

Article views (71) PDF downloads(90)

Proportional views

Related

/

DownLoad: Full-Size Img PowerPoint