EXPERIMENTAL STUDY ON SHEAR PERFORMANCE OF STEEL REINFORCED LIGHTWEIGHT AGGREGATE CONCRETE BEAMS

Liu Fan; Weng Xiaohong; Shao Yongjian

doi:10.13204/j.gyjz200903017

Volume 39 Issue 3

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(3): 56-59

Liu Fan, Weng Xiaohong, Shao Yongjian. EXPERIMENTAL STUDY ON SHEAR PERFORMANCE OF STEEL REINFORCED LIGHTWEIGHT AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 56-59. doi: 10.13204/j.gyjz200903017

Citation:

Liu Fan, Weng Xiaohong, Shao Yongjian. EXPERIMENTAL STUDY ON SHEAR PERFORMANCE OF STEEL REINFORCED LIGHTWEIGHT AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 56-59. doi: 10.13204/j.gyjz200903017

Citation:

PDF( 0 KB)

EXPERIMENTAL STUDY ON SHEAR PERFORMANCE OF STEEL REINFORCED LIGHTWEIGHT AGGREGATE CONCRETE BEAMS

doi: 10.13204/j.gyjz200903017

1.
Jiangsu Key Laboratory of Structure Engineering,University of Science and Technology of Suzhou,Suzhou 215011,China

Received Date: 2008-03-20
Publish Date: 2009-03-20

Abstract

Abstract

In order to study the shear performance of steel reinforced lightweight aggregate concrete beams, fifteen steel reinforced lightweight aggregate concrete beams and two steel reinforced normal density concrete beams were tested. The results of test have indicated that the occurrence of shear adhesive failure could be avoided if reinforced certain stirrups in section steel concrete beams. Among seventeen testing beams, 7 were slanting pressure failure, and the other 10 were shear pressure failure. This test, as well as the test of Ref. [1], has showed that the ratio of shear to span had decisive influence on the failure mode of testing beams. When the ratio of shear to span satisfied 1.5, slanting pressure failure happened; when 1.53.0, shear pressure failure happened; and when 3.0, flexural failure happened. At the same time, the existence of section steel made the brittle performance of shear failure improve remarkably.
- steel reinforced lightweight aggregate concrete(SRLC),
- beams,
- shear performance,
- failure mode

FullText(HTML)

References(11)

References

.刘凡, 翁晓红, 邵永健. 型钢轻骨料混凝土梁弯曲性能的试验研究[J]. 工业建筑, 2009, 39(3): 48-51.

[2] .赵鸿铁. 钢与混凝土组合结构[M]. 北京: 科学出版社, 2001.

[3] .AISC. Load and Resistance Factor Design Specifications for Structural Steel Buildings [S]. Chicago: American Institute of Steel Construction, 1999.

[4] .Commission of European Communities. EUROCODE 4, Common Unified Rules for Composite Steel and Concrete Structures [S]. Brussel: European Committee for Standardization, 1985.

[5] .Charles W. Roeder. Composite and Mixed Construction [M]. NewYork: ASCE. 1985.

[6] .R P Johnson. Composite Structures of Steel and Concrete [M]. OXFORD: Blackwell Scientific Publications, 1995.

[7] .日本建筑学会. 铁骨铁筋 ?? ヌ构造计算规准#同解说[S]. 日京: 日本建筑学会, 2001.

[8] .中国建筑科学研究院. 混凝土结构研究报告选集 3. 劲性钢筋混凝土受弯构件斜截面受剪承载力[M]. 北京: 中国建筑工业出版社, 1994: 478-488.

[9] .柳会红, 何益斌, 沈蒲生. 反复荷载作用下型钢混凝土梁-柱节点中梁抗剪性能试验研究[J]. 四川建筑科学研究, 2004, 30(3).

[10] .蔡健, 郑宇, 杨春, 等. 箱形型钢混凝土梁的试验研究 [J]. 华南理工大学学报( 自然科学版), 2002, 30(7): 52-56.

[11] .GB 50152-92 混凝土结构试验方法标准[S].

Relative Articles

[1]	DING Shijun, DING Mintao, MAN Yin, NIE Zhibao. Analysis on Effect Factors and Characteristics of Shear Properties for Interfaces Between Basalt and Concrete[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 194-200. doi: 10.13204/j.gyjzG22060607
[2]	XU Mingwen, SU Yanli, WANG Xinru, JIN Chenhua, WU Chang, ZHOU Zhen. Experimental Research on Shear Performance of V-Notched PE-ECC Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 149-155. doi: 10.13204/j.gyjzG23072614
[3]	CHEN Qirong, YUAN Jiaming, CHEN Qingjun, XU Zhe, LI Pengyuan, ZUO Zhiliang, CAI Jian. Research on the Flexural Performance of RC Beams Under Coupling of Flexural Loads and Acid-Alkali Dry-Wet Cycles[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 127-134. doi: 10.13204/j.gyjzG22101921
[4]	DING Xiaobo, WU Meizhong, FANG Wujun, YUAN Fang, GUO Shijie, LI Weiwen, TANG Shiying. Experimental Research on Shear Fatigue Performance of Concrete Beams Reinforced with CFRP Strip Stirrups[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 202-208,42. doi: 10.13204/j.gyjzG22081906
[5]	YUAN Xigui. Identification of Fatigue Failure Modes of Composite Beams Based on Fatigue Test[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 147-151. doi: 10.13204/j.gyjzG21070301
[6]	FAN Xinyu, SHAO Yongjian, HANG Ziyan, WANG Guozuo. EXPERIMENT STUDY ON FLEXURAL AND TORSION PROPERTIES OF STEEL REINFORCED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 90-97. doi: 10.13204/j.gyjzG20020102
[7]	XU Kaicheng, YAO Feng, XU Hanqi, CHEN Mengcheng, ZHANG Zhixing. EXPERIMENTAL RESEARCH ON SEISMIC PROPERTIES OF PRESTRESSED CONCRETE BEAMS IN SIMULATED ACID RAIN[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 39-44,21. doi: 10.13204/j.gyjz202006007
[8]	Chen Zongping, Ye Peihuan, Xue Jianyang, Zhou Chunheng. MECHANICAL PROPERTIES OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE ECCENTRIC COMPRESSION COLUMN AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 39-44. doi: 10.13204/j.gyjz2001411007
[9]	Chen Zongping, Liang Ying, Xue Jianyang, Li Yi. DEFORMATION PERFORMANCE AND CALCULATION OF FLEXURAL RIGIDITY OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE BEAMS AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 58-63. doi: 10.13204/j.gyjz2001411010
[10]	Chen Zongping, Chen Yuliang, Qin Wenyue, Xue Jianyang, Qi Cheng. TEST OF FLEXURAL BEHAVIOR AND ULTIMATE CAPACITY CALCULATION OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 11-16,29. doi: 10.13204/j.gyjz201309002
[11]	Liu Chao, Bai Guoliang, Feng Xiangdong, Zhang Jianfeng, Zhao Hongjin. APPLICABILITY RESEARCH ON BENDING LIMIT CARRYING CAPACITY OF RECYCLED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 25-30. doi: 10.13204/j.gyjz201204006
[12]	Chong Xun, Ye Xianguo, Jiang Qing, Jiang Ye, Huang Xiaokun, Liu Gang. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF PRESTRESSED HIGH-STRENGTH CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 22-26,48. doi: 10.13204/j.gyjz201211005
[13]	Meng Zhiliang, Sun Jianheng, Wang Libao. THE EXPERIMENTAL RESEARCH ON THE BENDING RESISITANCE OF SELF-COMPACTING CONCRETE DUAL-WAY SLABS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 34-37. doi: 10.13204/j.gyjz201108010
[14]	Wang Hailiang, Yang Xinlei, Ren Quanchang, Dong Peng. EXPERIMENTAL STUDIES OF CFT COLUMN TO H-BEAM CONNECTIONS UNDER CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 114-119. doi: 10.13204/j.gyjz201107025
[15]	Meng Zhiliang, Sun Jianheng, Wang Guodong. EXPERIMENTAL RESEARCH ON THE BENDING RESISTANCE OF THE SELF-COMPACTING CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 97-100,129. doi: 10.13204/j.gyjz201101023
[16]	Liu Fan, Weng Xiaohong, Shao Yongjian. EXPERIMENTAL STUDY ON SHEAR PERFORMANCE OF STEEL REINFORCED LIGHTWEIGHT AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 48-51. doi: 10.13204/j.gyjz200903015
[17]	Xu Jie, Dai Hang, Zhao Guodong, Fu Chuanguo, Zhou Xiaona. EXPERIMENTAL STUDY AND THEORETICAL ANALYSIS ON CRACK CONTROL THEORY OF PRESTRESSED STEEL REINFORCED CONCRETE (PSRC) BEAM[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 88-92. doi: 10.13204/j.gyjz200805021
[18]	Li Junhua, Wang Xintang, Xue Jianyang, Zhao Hongtie. EXPERIMENT AND ANALYSIS ON SHEAR PERFORMANCE OF STEEL REINFORCED HIGH - STRENGTH CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 90-94,59. doi: 10.13204/j.gyjz200703022
[19]	Zhang Leishun, Zhang Xiaolei, Yan Guoxin. EXPERIMENTAL RESEARCH ON THE SHEARING CAPACITY OF RECYCLED CONCRETE BEAMS WITHOUT STIRRUPS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 57-61. doi: 10.13204/j.gyjz200709012
[20]	Wang Zijun, Liu Weiqing, Yao Qiulai, Dai Yunxiang. EXPERIMENTAL RESEARCH ON THE FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED BY CARBON FIBER SHEET UNDER QUADRATIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 85-87. doi: 10.13204/j.gyjz200407025