CALCULATION OF YOUNG'S MODULUS FOR LYTAG CONCRETE

Song Xiaoruan; Zhang Yankun; Si Jian

doi:10.13204/j.gyjz200602018

Volume 36 Issue 2

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(2): 61-63

Song Xiaoruan, Zhang Yankun, Si Jian. CALCULATION OF YOUNG'S MODULUS FOR LYTAG CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 61-63. doi: 10.13204/j.gyjz200602018

Citation:

Song Xiaoruan, Zhang Yankun, Si Jian. CALCULATION OF YOUNG'S MODULUS FOR LYTAG CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 61-63. doi: 10.13204/j.gyjz200602018

Song Xiaoruan, Zhang Yankun, Si Jian. CALCULATION OF YOUNG'S MODULUS FOR LYTAG CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 61-63. doi: 10.13204/j.gyjz200602018

Citation:

Song Xiaoruan, Zhang Yankun, Si Jian. CALCULATION OF YOUNG'S MODULUS FOR LYTAG CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 61-63. doi: 10.13204/j.gyjz200602018

PDF( 0 KB)

CALCULATION OF YOUNG'S MODULUS FOR LYTAG CONCRETE

doi: 10.13204/j.gyjz200602018

1.
1 College of Architecture,North-China University of Technology Beijing 100041;
2.
2 KDKE Incorporated Company of Architectural Design Beijing 100037

Received Date: 2005-09-13
Publish Date: 2006-02-20

Abstract

Abstract

The measured Youngc's modulus of lightweight aggregate concrete using Lytag as coarse aggregate is lower than that calculating from existing empirical formula. T hrough experiment, another empirical formula is established, which is suitable for calculating Youngc s modulus of Lytag concrete. By comparing with relevant data from domestic and foreign codes, the empirical formula is proved to be reliable.
- Lytag,
- concrete,
- Youngc's modulus,
- empirical formula

FullText(HTML)

References(8)

References

赵述智,王忠德.实用建筑材料试验手册.北京:中国建筑工业出版社,1998

[2] 徐家保.建筑材料学.广州:华南工学院出版社,1994

[3] 龚洛书.混凝土实用手册.北京:中国建筑工业出版社,1995:580

[4] 龚洛书,丁威.重新标定轻骨料混凝土弹性模量.混凝土,2002(3):13-15

[5] 宋小软.预应力轻骨料混凝土采油平台罐体模型的试验研究:[博士学位论文].大连:大连理工大学,2001

[6] 王传志,滕智明.钢筋混凝土结构理论.北京:中国建筑工业出版社,1985

[7] 滕素珍,姜炳尉,任玉杰,等.数理统计.大连:大连理工大学出版社,1996

[8] 张燕坤.多功能轻质高强预应力混凝土平台设计理论研究:[博士学位论文].大连:大连理工大学,1999

Relative Articles

[1]	ZHONG Zhiwu. Mechanical Properties of Fly Ash Concrete After Creep and Being Subjected to Different Stresses[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 152-157,132. doi: 10.13204/j.gyjzG21112105
[2]	MA Yingchang, LIU Haifeng, ZHANG Minghu. EFFECTS OF DESERT SAND REPLACEMENT RATE AND FLY ASH CONTENT ON THE COMPRESSIVE STRENGTH OF CONCRETE UNDER LOW TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 81-87,80. doi: 10.13204/j.gyjz202005014
[3]	Qu Feng, Niu Ditao, Yang Yuxi. EXPERIMENTAL STUDY OF PERFORMANCE OF FLY ASH FIBER CONCRETE UNDER THE ACTION OF SALT FROST[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 77-80. doi: 10.13204/j.gyjz201406018
[4]	Hu Xinguo, Zhu Han. EFFECTS OF ADDING BASALT FIBER ON BOND PROPERTIES BETWEEN DEFORMED BAR AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 84-87. doi: 10.13204/j.gyjz201303018
[5]	Wang Xikang, Liu Jingzheng. ON DETERMINATION FOR THE COEFFICIENT OF ELASTIC UNIFORM COMPRESSION OF NATURAL SOIL[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 98-101. doi: 10.13204/j.gyjz201304020
[6]	Liu Dan, Yao Qianfeng, Guo Meng, Jia Yinjie. ANALYSIS OF THE INFLUENCE OF BLOCK ELASTIC MODULUS ON THE LATERAL STIFFNESS OF MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 71-75. doi: 10.13204/j.gyjz201111015
[7]	Wang Xikang, Liu Jingzheng. EFFECT OF VARIATION OF PRESSURE IN SOIL ON THE COEFFICIENT OF ELASTIC UNIFORM COMPRESSION OF BASE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 55-59. doi: 10.13204/j.gyjz201012015
[8]	Wu Zhigang, Duan Fengtao, Hou Xueli, Hao Tingyu, Tu Yubo, Li Wenzhong. AN STUDY ON APPLICATION OF HIGH EARLY STRENGTH ADMIXTURES IN RAILWAY PRESTRESSED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 15-17. doi: 10.13204/j.gyjz201011005
[9]	Huang Liang, Tao Chengzhi, Xu Bin, Mei Wensheng, Chen Liang, Wang Ke, Wu Hao. RESEARCH ON COMPRESSIVE BEHAVIORS OF N-TYPE BLOCK MASONRY WITH STRAIGHT JOINT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 48-51,86. doi: 10.13204/j.gyjz200907015
[10]	Wu Yuan, Li Yanhe, Li Shulin. EXPERIMENTAL STUDY ON WORKABILITY AND MECHANICAL PROPERTIES OF PISOLITE GROUTING MATERIAL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 82-85,91. doi: 10.13204/j.gyjz200806022
[11]	Song Xiaolei, Sun Yanqiu, Zeng Zhixing. EXPERIMENT ON FUNDAMENTAL MECHANICAL BEHAVIORS OF STEEL FIBER REINFORCED HAYDITE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 81-83,113. doi: 10.13204/j.gyjz200801020
[12]	Cai Lu, Chen Tailin, Chen Lei, Wang Hao. STUDY ON PERFORMANCE OF MODIFIED POLYESTER FIBER REINFORCED CONCRETE AND ITS APPLICATION IN AIRPORT PAVEMENTS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 66-68,79. doi: 10.13204/j.gyjz200710018
[13]	Liu Rong-gui, Gong Xiang-hua, Li Cheng-ji, LüZhi-tao, Mei Kui-hua. STUDY ON ANCHORING PROPERTY OF CFRP CABLES FOR STAYED BRIDGES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 29-32,67. doi: 10.13204/j.gyjz200608010
[14]	Xie Xiansong, Lv Jie, Yang Yimin. EXPERIENCE IN MIX PROPORTION DESIGN OF ORDINARY CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 88-89. doi: 10.13204/j.gyjz200602026
[15]	Zhang Yu-ming, Wu Jing, Meng Shao-ping. STUDY ON CONTROL OF CRACK IN PRESTRESSED CONCRETE STRUCTURES WITH LARGE LONGITUDINAL LENGTH[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 8-12. doi: 10.13204/j.gyjz200605003
[16]	Zhao Ruopeng, Guo Zili, Zhang Zhiling, Zhang Jing, Diao Fengqiong, Wu Peigang, Liu Yuanhe. STUDY ON C90 HIGH STRENGTH AND SELF-LEVELING CONCRETE WITH FLYASH AND SILICA FUME[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 21-23. doi: 10.13204/j.gyjz200501006
[17]	Meng Liyan, Wang Fenglai, Pan Jinglong. EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF EXISTING UN-CARBONATED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 44-46. doi: 10.13204/j.gyjz200407012
[18]	Jiao Chujie, Sun Wei, Lai Jianzhong, Jiang Jinyang. MECHANICAL PROPERTIES OF ECOLOGICAL REACTIVE POWDER CONCRETE UNDER UNIAXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 60-62. doi: 10.13204/j.gyjz200401017
[19]	Wang Lijian, Liu Bo, Gu Xiaolu. RESEARCH ON EMPIRICAL FORMULA FOR SINGLE PILE VERTICAL BEARING CAPACITY OF CAST-IN-PLACE CONCRETE PILES WITH BRANCHES AND PLATES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 24-26,67. doi: 10.13204/j.gyjz200403007
[20]	Gao Danying, Tang Jiyu, Zhao Jun. A EXPERIMENTAL STUDY ON ELASTIC MODULUS OF FIBER REINFORCED HIGH-STRENGTH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 47-49. doi: 10.13204/j.gyjz200410014