EXPERIMENTAL RESEARCH ON STRENGTH AND PORE STRUCTURE OF MINUS TEMPERATURE HPC

Cao Hui; Yang Renshu; Dong Jucai; Sun Wei

doi:10.13204/j.gyjz200906025

Volume 39 Issue 6

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(6): 105-107

ZENG Zeying, ZHU Wanxu, LIU Fengrong, WEI Wei, LI Mengguo, LI Mingxia. RESEARCH ON SENSING CHARACTERISTICS OF CFRP PLATES COUPLED WITH LARGE-RANGE FIBER GRATINGS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 174-180. doi: 10.13204/j.gyjzG20010406

Citation:

Cao Hui, Yang Renshu, Dong Jucai, Sun Wei. EXPERIMENTAL RESEARCH ON STRENGTH AND PORE STRUCTURE OF MINUS TEMPERATURE HPC[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 105-107. doi: 10.13204/j.gyjz200906025

Citation:

PDF( 0 KB)

EXPERIMENTAL RESEARCH ON STRENGTH AND PORE STRUCTURE OF MINUS TEMPERATURE HPC

doi: 10.13204/j.gyjz200906025

Cao Hui^1,2,
Yang Renshu^1,2,
Dong Jucai^1,2,
Sun Wei^1,2

1.
1. School of Mechanics &Civil Engineering,China University of Mining &Technology,Beijing 100083,China;
2.
2. State Kay Laboratory of Coal Resources and Mine Safety,China University of Mining &Technology,Beijing 100083,China

Received Date: 2009-02-24
Publish Date: 2009-06-20

Abstract

Abstract

The methods of compression-testing machine,MIP(mercury intrusion porosity)and SEM(scanning electron microscope) are used to study the relationship between strength and pore characteristics of HPC(high performance concrete) at minus temperature.The experiment result shows that minus temperature HPC strength is obviously influenced by the pore structure.When compression increases,the porosity decreases.The strength is affected by pore gradation,pore pattern and pore spatial distribution.
- minus temperature,
- HPC,
- pore characteristics,
- strength

FullText(HTML)

References(6)

References

吴中伟,廉惠珍.高性能混凝土技术[M].北京:中国铁道出版社,1999:22-23;

[2] Bye G C.Portland cement[M].Oxford:Pergamon Press,1983:30-31;

[3] 廉惠珍,童良,陈恩义.建筑材料物相研究基础[M].北京:清华大学出版社,1993:106-108;

[4] 郑文奇.混凝土孔隙与材性[J].混凝土,2008(2):48-50;

[5] 王炳杰,尹在东,夏春.掺合料水泥净浆孔隙结构的研究[J].粉煤灰,2007(1):21-23;

[6] Mindess S,Young D J F.Concrete[M].New Jersey:Prentice-HallInc,Englewood Cliffs,1989:50-51.

Relative Articles

[1]	REN Chong, YUAN Yuqing, CHEN Yang. Finite Element Analysis on Shear Performance Large-Diameter Short Stud Connectors in Prefabricated Steel-Thin UHPC Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 180-187. doi: 10.13204/j.gyjzG22112702
[2]	ZHANG Wuchen, SUN Yiliang, WANG Yamin, SUN Jianying, YIN Shuhao, RONG Bin. Research on Shear Behavior of Weakened External Diaphragm Connection Between CFST Column and Beam[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 126-139. doi: 10.13204/j.gyjzG21011504
[3]	LIN Shangshun, JI Bangchong, HE Yongbo, XIA Zhanghua. Comparative Research on Calculation Methods for Bearing Capacity of Wet Joints of Beam Bridges Equipped with Circular Steel Bars[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 83-89,58. doi: 10.13204/j.gyjzG20122307
[4]	WEN Bo, YANG Huifeng, SHI Benkai, CHEN Sijian. Experimental Study on Dynamic Properties of Timber-Concrete Composite Beams Using Steel Bar Truss Slabs[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 156-160,203. doi: 10.13204/j.gyjzG22072920
[5]	MIAO Jianbao, TONG Hanyuan, XU Bing, LI Lifeng. ANALYSIS OF SHEAR CAPACITY OF UHPC GIRDERS BASED ON THE MCFT THEORY[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 60-67,18. doi: 10.13204/j.gyjzG20052801
[6]	SHI Yun, JING Denghu. A CALCULATION METHOD FOR THE SHEAR CAPACITY OF BRICK MASONRY WALLS STRENGTHENED WITH PRESTRESSED STEEL BELTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 195-199. doi: 10.13204/j.gyjzG20101901
[7]	XUE Dongyan, HUANG Yangcheng, WAN Qingyun, ZHANG Yiduo. NONLINEAR ANALYSIS OF THE INFLUENCE OF PERFORATED REBAR ON THE SHEAR CAPACITY OF PERFOBOND RIB SHEAR CONNECTOR[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 65-70. doi: 10.13204/j.gyjz201904290005
[8]	Liang Xingwen, Chen Difa, Huang Xiaokun, Zhu Aiping. CALCULATION METHOD FOR DEFLECTION OF REINFORCED CONCRETE TWO-WAY SLAB-AND-BEAM FLOOR SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 71-75. doi: 10.13204/j.gyjz201304015
[9]	Yao Jian, Tang Tingting, Chen Baixin. COMPARISON AND STUDY ON CALCULATION METHODS OF COLD-FORMED THIN-WALLED LIPPED CHANNEL MEMBERS' CAPACITY OF DISTORTIONAL BUCKLING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 120-123. doi: 10.13204/j.gyjz201306024
[10]	Xue Jianyang, Ao Xiang, Ma Hui, Gao Liang, Wang Yuncheng. CALCULATION ON THE SHEAR BEARING CAPACITY OF STEEL RECYCLED AGGREGATE CONCRETE SHORT COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 17-22. doi: 10.13204/j.gyjz201309003
[11]	Shu Ganping, Zheng Baofeng, Shen Xiaoming. NEW DESIGN METHOD FOR STAINLESS STEEL COLD- FORMED TUBULAR COLUMNS UNDER AXIAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 21-28. doi: 10.13204/j.gyjz2011205003
[12]	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
[13]	Xu Jufen, Yang Junjie, Xu Liangde. ANALYSIS OF CALCULATION OF SHEAR CAPACITY OF NODE CORE ZONE IN Z- SHAPED COLUMN FRAME[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 90-93,97. doi: 10.13204/j.gyjz2011205016
[14]	Wang Tianwen, Li Meng Wang Ximing, Cao Lu, . EXPERIMENTAL STUDY ON SHEAR BEHAVIORS OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH PRE-STRESSED INCLINED STIRRUPS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 65-69. doi: 10.13204/j.gyjz201011017
[15]	Sun Yang, Diao Bo. EXPERIMENTS OF SHEAR BEARING CAPACITY OF RC BEAM UNDER ACTION OF MULTI-AGGRESSIVE ENVIRONMENT AND LOAD COUPLING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 16-20. doi: 10.13204/j.gyjz201006005
[16]	Zhang Pei, Pan Jinglong. SHEAR CAPACITY OF CONNECTIONS OF POST-CASTED BEAMS CONNECTED WITH CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 54-59. doi: 10.13204/j.gyjz200812015
[17]	Ding Min, Xue Weichen, Wang Hua. EXPERIMENT ON STUD SHEAR CONNECTORS IN STEEL-HIGH PERFORMANCE CONCRETE COMPOSITE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 9-13. doi: 10.13204/j.gyjz200708003
[18]	Yang Yong, Zhuang Yun, Guo Zixiong, Nie Jianguo. COMPARISONS ANALYSIS OF MAJOR DESIGN SPECIFICATIONS ON CALCULATING LOAD-BEARING CAPACITY OF STEEL REINFORCED CONCRETE (SRC) COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 82-87. doi: 10.13204/j.gyjz200705021
[19]	Sun Tong, Wang Shi-qi, Hu Xia-min, Luo Wu-jian. RESEARCHES ON THE CALCULATION METHOD FOR BEARING CAPACITY OF CONCRETE FILLED STEEL TUBULAR COLUMNS UNDER ECCENTRIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 95-98. doi: 10.13204/j.gyjz200605025
[20]	Fan Xiaoyan, Wang Henghua, Zhang Chongyang, Jiang Shilin, Gao Feng, Yuan Haitao. SHEAR BEARING CAPACITY CALCULATION METHOD RESEARCH ON CONCRETE-FILLED STELL TUBE BEAM-COLUMN JOINTS OF TALL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 76-79,82. doi: 10.13204/j.gyjz200612021

Supplements(0)

Cited By

Cited by

Periodical cited type(2)

1.	胥洪峰，高建岗. 卫星耦合传感网环境下实时地理信息系统研究. 软件. 2024(03): 158-160 .
2.	苗冰杰，罗仕刚，王春红，宋少波，何劲. 光纤布拉格光栅耦合方式对单向CFRP板传感特性的影响. 激光与光电子学进展. 2023(05): 340-346 .

Other cited types(5)

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

Get Citation

PDF

XML

Article Metrics

Article views (87) PDF downloads(63)