EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CS SANDWICH PANELS

Zhao Fenghua; Du Jianming

doi:10.13204/j.gyjz201009030

Volume 40 Issue 9

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(9): 120-124

ZHANG Xizhi, LIU Yueyang, DOU Yubin, YU Yong, CHEN Qiang, AN Baiping. Experimental Study on Performances of Axial Compression for Prefabricated Walls Integrating Thermal Insulation and Load-Bearing[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 59-66,74. doi: 10.13204/j.gyjzG20092305

Citation:

Zhao Fenghua, Du Jianming. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CS SANDWICH PANELS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 120-124. doi: 10.13204/j.gyjz201009030

Citation:

Zhao Fenghua, Du Jianming. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CS SANDWICH PANELS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 120-124. doi: 10.13204/j.gyjz201009030

PDF( 0 KB)

EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CS SANDWICH PANELS

doi: 10.13204/j.gyjz201009030

1.
Changzhou Institute of Technology,Changzhou 213002,China

Received Date: 2010-03-20
Publish Date: 2010-09-20

Abstract

Abstract

Based on the test of flexural behavior of CS sandwich panels ( CSSPs),this paper mainly studies the effects of fabric reinforcement on the flexural and the crack resistance behavior of CS sandwich panels. The experiments show that CSSPs have excellent flexural and crack behavior. According to the analysis of flexural mechanism,the equations of computing cracking moment and ultimate moment of CSSPs have been proposed and the computation results match well with the experimental ones.
- CSSPstestfabric reinforcementflexural behavior,

FullText(HTML)

References(5)

References

[2] 赵彤，朱礼敏，陈兵，等.预应力混凝土夹芯板抗弯性能的试验研究[J].建筑科学，2003(10):5-9.

李研波，李朝红，戴自强，等.CS 夹芯保温特性及应用[J].低温建筑技术，2004(3):75-76.

[3] 赵风华，郭炳军，杜建明.方钢管混凝土柱在多层轻钢结构中的应用[J].工业建筑，2003，33(9):82-84.

[4] 赵风华，张久斌.CS 板建筑体系在民用钢结构中的应用[J].钢结构，2003(4):22-24.

[5] 赵风华，齐永胜.织物加强CS 节能板受弯性能的研究[J].低温建筑技术，2009(6):52-54.

Relative Articles

[1]	LI Xiang, GUO Yilu, ZHANG Zili, MENG Xinmiao, JI Xiaodong. Investigation of Factors Influencing the Compressive Strength of Magnesium Phosphate Cement Mortars[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 185-190. doi: 10.3724/j.gyjzG24012606
[2]	ZHAO Muzi, XU Chengyan, WANG Yuyin, GENG Yue, GONG Chao. Dilation Ratio and Modeling of Recycled Aggregate Concrete[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(10): 143-150,82. doi: 10.13204/j.gyjzG23051513
[3]	ZHAO Yanru, SHI Lei, BAI Jianwen, WANG Zhihui. Experimental Research on Mechanical Properties of Concrete After Carbonization at High Temperatures[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 139-143. doi: 10.13204/j.gyjzG20090301
[5]	Chen Zongping, Zhan Donghui, Xu Jinjun. RESEARCH ON MECHANICAL PROPERTIES OF RECYCLED CONCRETE USING DIFFERENT RECYCLED COARSE AGGREGATE REPLACEMENT[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 130-135. doi: 10.13204/j.gyjz201501026
[6]	Yang Jianhui, Li Yanfei, Ding Peng, Zhao Hongbing. EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF HYBRID FIBERS REINFORCED SHOTCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 101-105. doi: 10.13204/j.gyjz201308022
[7]	Du Yuanfang, Wang Sheliang, Yu Binshan, Zhang Bo. EXPERIMENTAL STUDY ON HYBRID RENEWABLE FIBER EFFECT ON STRENGTH OF RECYCLED AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 12-15. doi: 10.13204/j.gyjz201311003
[8]	Fan Xiangqian, Hu Shaowei, Zhu Haitang. THE SIZE EFFECTS OF DIFFERENT STEEL FIBER REINFORCED CONCRETE SPECIMENS UNDER THE DIFFERENT SOLUTION ENVIRONMENTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 107-112,79. doi: 10.13204/j.gyjz201203023
[9]	Gu Song, Lei Ting, Tao Junlin. EXPERIMENTAL STUDY ON MIX DESIGN AND EARLY STRENGTH OF RECYCLED AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 1-4. doi: 10.13204/j.gyjz201204001
[10]	Su Jie, Fang Zhi, Yang Zuan. EXPERIMENTAL STUDY ON THE SIZE EFFECT OF CONCRETE FLEXURAL STRENGTH[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 63-66. doi: 10.13204/j.gyjz201212014
[11]	Han Jianhong, Lou Zongke, Liang Jian. RESEARCH ON THE MIX PROPORTION OF THE LAYER CARBON FIBER AND POLYPROPYLENE FIBER CONCRETE BASED ON THE CURRENT ROTATING COMBINATION DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 87-91. doi: 10.13204/j.gyjz201107020
[12]	Kong Lijuan, Wu Zhigang. EFFECT OF CURING CONDITION ON STRENGTH OF CONCRETE WITH DIFFERENT CERAMSITE CONTENT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 32-35,42. doi: 10.13204/j.gyjz201011009
[13]	Wu Xiufeng, Zhou Mei, Cui Zhenglong. THE EXPERIMENT RESEARCH ON CONCRETE STRENGTH INFLUENCE OF SELF COMBUSTION COAL GANGUE COARSE AGGREGATE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 81-85. doi: 10.13204/j.gyjz200903023
[14]	Gu Kunpeng, Wang Chengqi, Shi Beiling. STUDY ON HIGH PERFORMANCE GROUTS'RESISTANCE TO CHLORIDE ION EROSION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 59-62,98. doi: 10.13204/j.gyjz200808016
[15]	Deng Chushou, Ke Nenghao. EXPERIMENT ON THERMO-STABILITY OF SLAG-BASED AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 60-62. doi: 10.13204/j.gyjz200805014
[16]	Cheng Li, Wang Xiaoping, Huang Xuquan, Yu Qijun, Deng Chunlin, Wei Jiangxiong. INVESTIGATION ON FACTORS OF INFLUENCING THE EFFICIENCY OF ELECTROCHEMICAL CHLORIDE EXTRACTION BY ORTHOGONAL TEST METHOD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 73-75. doi: 10.13204/j.gyjz200706019
[17]	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
[18]	Yang Linhu, Zhu Han, Wang Qingyu. EXPERIMENTAL STUDY ON BENDING STRENGTH OF CRUMB RUBBER CONCRETE FOR PAVEMENT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 97-100,112. doi: 10.13204/j.gyjz200709022
[19]	Gao Xiaojian, Ba Hengjing, Ma Baoguo. THE RELATIONSHIP AMONG CEMENT HYDRATION DEGREE, COMPRESSIVE STRENGTH AND AUTOGENOUS SHRINKAGE OF CONCRETE AT EARLY AGES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 64-67. doi: 10.13204/j.gyjz200602019
[20]	Gong Guojun, Song Xiaobing, Kong Qiming. THE RESISTIVITY OF CONCRETE CONTAMINATED BY CHLORIDE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 5-7. doi: 10.13204/j.gyjz200512002