RESEARCH ON THE TEST OF THE TENSILE STRENGTH OF CONCRETE CYLINDER BY TRANSVERSE CUTTING METHOD

Yuan Qun; Du Wei-bing; Li Zong-kun; Li Shan

doi:10.13204/j.gyjz200606023

Volume 36 Issue 6

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(6): 83-87

Shu Ganping, Zheng Baofeng, Shen Xiaoming. IN- PLANE STABILITY DESIGN METHOD OF STAINLESS STEEL BEAM- COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 41-44. doi: 10.13204/j.gyjz2011205006

Citation:

Yuan Qun, Du Wei-bing, Li Zong-kun, Li Shan. RESEARCH ON THE TEST OF THE TENSILE STRENGTH OF CONCRETE CYLINDER BY TRANSVERSE CUTTING METHOD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 83-87. doi: 10.13204/j.gyjz200606023

Shu Ganping, Zheng Baofeng, Shen Xiaoming. IN- PLANE STABILITY DESIGN METHOD OF STAINLESS STEEL BEAM- COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 41-44. doi: 10.13204/j.gyjz2011205006

Citation:

PDF( 0 KB)

RESEARCH ON THE TEST OF THE TENSILE STRENGTH OF CONCRETE CYLINDER BY TRANSVERSE CUTTING METHOD

doi: 10.13204/j.gyjz200606023

1.
1. Henan Hydraulic Science Institude Zhengzhou 450003;
2.
2. Zhengzhou University Zhengzhou 450002

Received Date: 2005-10-20
Publish Date: 2006-06-20

Abstract

Abstract

Stress distribution at cross section of transverse uniformly distributed load and non-uniformly distributed load applied to concrete cylinder by finite element method is analyzed. The results show that the area of cross-sectional tensile stress exceeds 90 percent, and the value of tensile stress is relatively uniform when transverse distributed load and negate mean distributed load are applied to cylinder.The test shows that nominal transverse splitting strength of concrete cylinder is well correlated to the concrete cube strength and splitting strength of cube and cylinder, especially, above interrelation is more ideal when hold-down central angle is 90b. So both theoretical analysis and test show that concrete strength can be obtained by transverse cutting method.
- concrete cylinder transverse cutting,
- tensile strength,
- finite element method,

FullText(HTML)

References(6)

References

DL/T 5050-2001 水工混凝土试验规程

[2] Robins P J.The Point-Load Test For Concrete Cores.Magazine of Concrete Research,1980,32(6):111

[3] Bungey J H.The Testing of Concrete in Structure.New York:Surrey University Press,1982

[4] 贾锋.灾害结构混凝土强度现场检测方法研究:[硕士学位论文].上海:同济大学,1994

[5] 梁发云.碳化后混凝土基本构件力学性能研究:[硕士学位论文].上海:同济大学,1998

[6] 范子彦.碳化混凝土的抗压试验:[硕士学位论文].上海:同济大学,1997

Relative Articles

[1]	ZHANG Guowei, FENG Yang, QIN Changan, LU Qinggang, LIU Hua. Comparative Study on Autoclaved Aerated Concrete Slab Design in Chinese and European Codes[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 204-210,168. doi: 10.13204/j.gyjzG22041004
[2]	SHI Yi, YI Xiaohui, YOU Jianzhou, CHEN Jianfeng, JIN Jianle, CHEN Li, XU Xian. Analysis of New Prefabricated Composite Overhead Structure System and Its Design for Power Distribution Rooms of Substations[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 175-181. doi: 10.13204/j.gyjzG22102513
[3]	LIU Xianggang, CHEN Jianfeng, YANG Yue, ZHAO Xuebing, ZHENG Liangping, LAI Wuqing. Design and Analysis of Long-Span Multi-Curved Arched Structures with Inclined Columns in Complex Mountainous Areas[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 216-223. doi: 10.13204/j.gyjzG22011204
[4]	GE Yuanhui, LI Yanchang, HAN Liangjun, LI Jun, LIANG Jiadong, WANG Rongqi, ZHA Xiaoxiong. Design Method of Combination Technique for Prefabricated Structure and Self-Resetting Structure[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 60-69,193. doi: 10.13204/j.gyjzG21121407
[5]	LIU Zongquan, YUE Qingrui, LI Rong, ZENG Zhaobo, DING Yi. CHARACTERISTICS AND DEVELOPMENT TREND OF STRUCTURAL DESIGN FOR SINGLE BUILDING IN THEME PARKS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 137-140,218. doi: 10.13204/j.gyjzG20122104
[6]	Liu Wenyan. STRUCTURAL DESIGN OF A SUPER-HIGH-RISE OFFICE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 157-162. doi: 10.13204/j.gyjz2001412027
[7]	Li Jianfen, Wu Dongfeng, Wang Yan. STRUCTURAL DESIGN OF A LONG-SPAN AND ARCHED STEEL CANOPY WITHOUT COLUMN ON PLATFORM IN TAIZHOU RAILWAY STATION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 168-171. doi: 10.13204/j.gyjz2001411033
[8]	Sun Changling, Wang Zhiyuan. THE EXAMPLE ABOUT THE ADAPTIVE REUSEOF OF AN INDUSTRIAL PLANT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 168-171. doi: 10.13204/j.gyjz201302034
[10]	Lin Jie, Jin Zuquan, Zhuang Qichang. CORROSION INSPECTION AND ANALYSIS OF COASTAL BRIDGE CONCRETE STRUCTURES IN MARINE ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 161-165. doi: 10.13204/j.gyjz201207028
[11]	Shen Jianming, Wang Junping, Li Mengxiong. BRIEF INTRODUCTION TO STRUCTURAL DESIGN WITH EUROCODES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 102-107. doi: 10.13204/j.gyjz201102024
[12]	Yan Xiangyu, Chen Zhihua, Qiao Wentao, Yu Jinghai. APPLICATION OF A HYBRID STRUCTURE OF LARGE-SPAN PORTAL FRAME AND CABLE SUPPORTED BARREL VAULT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 107-110,127. doi: 10.13204/j.gyjz201003024
[13]	Guo Meng, Shi Linkai. STUDY ON STRUCTURAL DESIGN OF SPECIAL-SHAPED FRAME[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 70-73. doi: 10.13204/j.gyjz200906017
[14]	Peng Bin, Ouyang Yu, Zhang Wenjie, Qi Jiliang. RETROFIT AND STRENGTHENING DESIGN FOR THE FORMER YIHE SPINNERY IN SHANGHAI[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 133-136,71. doi: 10.13204/j.gyjz200904030
[15]	Wang Zeqiang, Qin Jie, Li Guoli, Chen Xinli, Ge Jiaqi. THE STRUCTURAL DESIGN AND CONSTRUCTION OF THE SUSPENDED-CABLE STRUCTURE FOR THE DAY-LIGHTING CEILING OF JINSHA SITE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 26-29. doi: 10.13204/j.gyjz200812008
[16]	Zhang Jianrong, Liu Zhaoqiu, Hua Yijie. RESEARCH ON TEMPERATURE EFFECT COMBINATION IN THE DESIGN OF CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 42-46,11. doi: 10.13204/j.gyjz200701012
[17]	Liu Zheng, Sun Jun, Wang Hai-ying. STRUCTURAL DESIGN AND SAFETY OF CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 46-49,32. doi: 10.13204/j.gyjz200605014
[18]	Wu Xiaowei, Pan Qi, Yu Changhai, Lu Daqing. STRUCTURAL DESIGN OF OFFICE BUILDING FOR YINZHOU BANK[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 39-40,44. doi: 10.13204/j.gyjz200506011
[19]	Wang Haizhong, Zhao Tianyu. STRUCTURAL DESIGN AND MODES OF FAILURE ANALYSIS OF SANDWICH PANELS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 97-99,120. doi: 10.13204/j.gyjz200508024
[20]	Wu Qing, Hao Yamin. THE STRUCTURE DESIGN AND CONSTRUCTION OF THE NEW LEIFENG PAGODA[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 19-22. doi: 10.13204/j.gyjz200412005