EXPERIMENTAL INVESTIGATION OF TENSILE BEHAVIOR OF HIGH PERFORMANCE CONCRETE AT EARLY AGES

Jiang Chenhui; Shen Wanyue; Jiang Libin

doi:10.13204/j.gyjz201007019

Volume 40 Issue 7

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(7): 71-74,126

Jiang Chenhui, Shen Wanyue, Jiang Libin. EXPERIMENTAL INVESTIGATION OF TENSILE BEHAVIOR OF HIGH PERFORMANCE CONCRETE AT EARLY AGES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 71-74,126. doi: 10.13204/j.gyjz201007019

Citation:

Jiang Chenhui, Shen Wanyue, Jiang Libin. EXPERIMENTAL INVESTIGATION OF TENSILE BEHAVIOR OF HIGH PERFORMANCE CONCRETE AT EARLY AGES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 71-74,126. doi: 10.13204/j.gyjz201007019

Citation:

PDF( 0 KB)

EXPERIMENTAL INVESTIGATION OF TENSILE BEHAVIOR OF HIGH PERFORMANCE CONCRETE AT EARLY AGES

doi: 10.13204/j.gyjz201007019

1.
Department of Construction Engineering of Zhejiang College of Construction,Hangzhou 311231,China

Received Date: 2009-10-15
Publish Date: 2010-07-20

Abstract

Abstract

Direct tensile behaviors of HPC with 3 different mix proportions at the age of 3 d were investigated with self-designed testing rig in this paper. The results of the present study can be drawn as follows: a) testing rig developed in this study effectively evaluated direct tensile behaviors of hardening HPC; b) ultimate tensile strain of HPC was very high in the period of hardening, which rapidly decreased with age and minimum value was reached later (about 12 hours) ; c) tensile strength and tensile modulus of elasticity of HPC rapidly developed within 1 d.
- high performance concrete (HPC),
- early age,
- ultimate tensile strain,
- tensile creep,
- tensile strength,
- tensile elastic modulus

FullText(HTML)

References(4)

References

Hammer T A， Fossa K T， yvind Bjntegaard. Cracking Tendency of HSC: Tensile Strength ＆ Self Generated Stress in the Period of Setting ＆ Early Hardening[J]. Materials and Structures，2007，40(3) : 319-324.

[2] Ei-ichi Tazawa. Autogenous Shrinkage of Concrete [C]/ / Japan Concrete Institute. Proceedings of the international workshop.Hiroshima: Hiroshima University，1998: 22-25.

[3] 叶德艳，杨杨，洪钟，等. 高性能混凝土早期拉伸经变的实验研究[J]. 浙江工业大学学报，2008，36(3) :54-60.

[4] Lennart stergaard，David A Lange，Salah A Altoubat，et al.Tensile Basic Creep of Early-age Concrete under Constant Load [J]. Cement and Concrete Research，2001 (31) : 1895-1899.

Relative Articles

[1]	CUI Honghuan, HU Shuqi, ZI Yadan. Influence of the Silt Content on Mechanical Properties of Unsaturated Soil Under High Suction[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 182-189,197. doi: 10.13204/j.gyjzG22080108
[2]	SHI Qingxuan, WAN Shengmu. Research Progress on Working and Mechanical Properties of 3D Printed Concrete[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 208-218. doi: 10.13204/j.gyjzG21072405
[3]	LIU Li, ZHANG Qin, YAN Rongtao, ZHAO Yanping, JIANG Dawei. Tensile Characteristics of Fully Weathered Phyllite Soil[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 166-170. doi: 10.13204/j.gyjzG21112405
[4]	BAI Zhengxian, GAO Jiawei, LIU Xuechun, ZHANG Dongjie, DENG Yuping, QIANG Shen, BAI Yaritu. RESEARCH ON THE CONNECTION PERFORMANCE OF GLASSFIBER REINFORCED PLASTICS CONNECTOR OF SANDWICH WALL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 169-176,183. doi: 10.13204/j.gyjz202002026
[5]	LI Biao, LI Jiaxing, JIA Bin, HUANG Hui, WANG Lu, TANG Qihong. EXPERIMENTAL STUDY ON TENSILE PROPERTIES OF CFRP GRIDS UNDER THE COUPLING OF SEAWATER IMMERSION AND STRESS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 178-183. doi: 10.13204/j.gyjzG20030608
[6]	CHEN Zongping, ZHOU Ji, TANG Jiyu, CHEN Yuliang. EXPERIMENTAL RESEARCH ON EARLY-AGE MECHANICAL PROPERTIES OF ULTRA-HIGH PUMPING SELF-COMPACTING CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 111-116,38. doi: 10.13204/j.gyjz202006018
[8]	Tan Qian Guo Hongxian Cheng Xiaohui, . EXPERIMENTAL STUDY OF STRENGTH AND DURABILITY OF MICROBIAL CEMENT MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 42-47. doi: 10.13204/j.gyjz201507009
[9]	Xin Ren, Guo Xiaohua, Li Binbin, Wang Ling, Chen Xuan. EXPERIMENTAL STUDY ON UNIAXIAL MECHANICAL PROPERTIES OF PERFORATED BRICK MASONRY[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 62-64. doi: 10.13204/j.gyjz201502014
[10]	Ye Yong, Jiang Shiyong, Fei Wei, Dong Yu, He Rangpeng. COMPARISON BETWEEN TENSILE STRENGTH TEST METHODS OF L-TYPE AND U-TYPE BFRP STIRRUPS UNDER THE SHEAR STATE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 110-112,137. doi: 10.13204/j.gyjz201302022
[11]	Hu Chunhong, Zhao Tiejun, Rong Tao. EXPERIMENTAL RESEARCH ON TENSILE PERFORMANCE OF STRAIN HARDENING CEMENTITIOUS COMPOSITES(SHCC)[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 102-106. doi: 10.13204/j.gyjz201203022
[12]	Chen Jiguang. TENSILE STRENGTH EXPERIMENT ON COMMON CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 84-87,95. doi: 10.13204/j.gyjz200801021
[13]	Wu Zhuanqin, Fan Yunyun, Liu Jingliang, Liu Gang. STUDY ON MECHANICAL PROPERTIES OF ADHESIVE MATERIALS FOR RETARD-BONDED PRESTRESSING STRAND[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 9-12,35. doi: 10.13204/j.gyjz200811003
[14]	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
[15]	Xie Li, Wu Shengxing. EXPERIMENT ON RELATIONSHIP BETWEEN EARLY AUTOGENOUS SHRINKAGE AND ULTIMATE TENSILE STRAIN OF CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 74-76,95. doi: 10.13204/j.gyjz200702018
[16]	Wu Huaizhong, Wang Ruheng, Guo Wen, Chu Wenrong. STUDY ON THE DYNAMIC STRENGTH AND MODULUS OF SANDY PEBBLE SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 50-52.
[17]	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
[18]	Li Xiao-fen, Liu Wei. EXPERIMENTAL RESEARCH ON TENSILE STRENGTH OF PREMIXED CONCRETE AT EARLY AGES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 77-80,87. doi: 10.13204/j.gyjz200606021
[19]	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