BRITTLENESS AND STRENGTH SIZE EFFECT OF HIGH AND SUPER HIGH STRE NGTH CONCRETES

Huang Yubin; Qian Jueshi

doi:10.13204/j.gyjz200501004

Volume 35 Issue 1

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(1): 15-17

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:

Huang Yubin, Qian Jueshi. BRITTLENESS AND STRENGTH SIZE EFFECT OF HIGH AND SUPER HIGH STRE NGTH CONCRETES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 15-17. doi: 10.13204/j.gyjz200501004

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:

Huang Yubin, Qian Jueshi. BRITTLENESS AND STRENGTH SIZE EFFECT OF HIGH AND SUPER HIGH STRE NGTH CONCRETES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 15-17. doi: 10.13204/j.gyjz200501004

PDF( 0 KB)

BRITTLENESS AND STRENGTH SIZE EFFECT OF HIGH AND SUPER HIGH STRE NGTH CONCRETES

doi: 10.13204/j.gyjz200501004

Huang Yubin¹,
Qian Jueshi²

1.
1. Institute of Civil Engineering,Chongqing University Chongqing 400045;
2.
2. Institute of Materials,Area B of Chongqing University Chongqing 40 0045

Received Date: 2004-07-22
Publish Date: 2005-01-20

Abstract

Abstract

The previous study on high streng th concrete often only devoted to improvement on strength in laboratory.On one hand there does exist strength size effect,on the other hand the brittleness is increased with an increase in strength of concrete,and the phenomenon more pr evalently.So the availability of these studies became suspect.In this paper,base d on size effect law suggested by Bazant,the high strength and super high streng th concrete is studied.It is shown that with the improvement of strength of conc rete the trend that strength of concrete decreases quickly with scale increasing is more pronounced.Furthermore meaning of the study connecting brittleness with size effect is discussed.
- high and super high strength concrete,
- strength,
- brittleness,
- size effect,
- size effect law

FullText(HTML)

References(4)

References

Bazant Z P,Kazemi M T.Determination of Fracture Energy,Proce ss Zone Length and Brittleness Number from Size Effect with Application to Rock and Concrete.International Journal of Fracture,1990,44(2):111～131

[2] RILEM Committee on Fracture Mechanics of Concrete-Test Methods.Size-Effect Method for Determining Fracture Energy and Process Zone Size of Concrete.Materia ls and Structures,1990,23(138):461～465

[3] Ben I G Barr,Hadi F Abusiaf,Siddik Sener.Size Effect and Fracture Energy Stud ies Using Compact Compression Specimens.Materials and Structures,1998,33(1):36～ 41

[4] 钱觉时,罗晖,王智.水泥混凝土高强化与强度尺寸效应.建筑材料学报,1998(2): 134～138

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