Qin Fu-hua, Shao Yong-jian, Xu Jia-xiu, Cai Hua. EXPERIMENTAL RESEARCH ON CRACKING AND RIGIDITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 82-85. doi: 10.13204/j.gyjz200608025
Citation:
Qin Fu-hua, Shao Yong-jian, Xu Jia-xiu, Cai Hua. EXPERIMENTAL RESEARCH ON CRACKING AND RIGIDITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION , 2006, 36(8): 82-85. doi: 10.13204/j.gyjz200608025
Qin Fu-hua, Shao Yong-jian, Xu Jia-xiu, Cai Hua. EXPERIMENTAL RESEARCH ON CRACKING AND RIGIDITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 82-85. doi: 10.13204/j.gyjz200608025
Citation:
Qin Fu-hua, Shao Yong-jian, Xu Jia-xiu, Cai Hua. EXPERIMENTAL RESEARCH ON CRACKING AND RIGIDITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION , 2006, 36(8): 82-85. doi: 10.13204/j.gyjz200608025
EXPERIMENTAL RESEARCH ON CRACKING AND RIGIDITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS
1.
1. Huadong Branch of Central Research Institute of Building &Construction,MCC Group Shanghai 200940;
2.
2. Department of Civil Engineering,Suzhou University of Science and Technology Suzhou 215011
Received Date: 2006-04-03
Publish Date:
2006-08-20
Abstract
Based on the experimental research of six high-strength shale ceramsite concrete beams and two normal density concrete beams,the calculation method of carrying capacity of normal section of high-strength shale ceramsite concrete beams was put forward.Based on the coefficient of internal force couple arm and coefficient of non-uniform distribution of longitudinal bar strain which were obtained from the experimental data,the calculation methods of bending rigidity of section,deflection and crack width of high-strength shale ceramsite concrete beams were put forward.The results may be referenced for revising relevant specifications and practical engineering.
References
《轻骨料混凝土结构技术规程》编制组.《轻骨料混凝土结构技术规程》(报批稿),2005
[2] 邵永健,朱聘儒.轻骨料混凝土应力-应变曲线的研究.混凝土与水泥制品,2005(1):19-21
[3] 王铁梦.工程结构裂缝控制.北京:中国建筑工业出版社,1997:20-25
Relative Articles
[1] FAN Lijun. Identification of Crack in Concrete Structures Based on MobileNetV2 of Lightweight Convolutional Network [J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 231-236. doi: 10.13204/j.gyjzG23021618
[2] HAN Dongdong, MEN Yuming, WANG Peng. MODEL TESTS ON INFLUENCES OF STIFFNESS AND SPACING FOR BEAMS ON LATTICE BEAMS BY PRESTRESSED ANCHORAGE [J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 136-141. doi: 10.13204/j.gyjzG20052107
[3] Zhang Peng, Zhong Qingyu, Deng Yu, Liu Wenbing, Mou Xiaohui. EXPERIMENTAL AND THEORETICAL RESEARCH ON CRACKS OF CFRP-PCPS COMPOSITE REINFORCED CONCRETE CONTINUOUS BEAMS [J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 7-11. doi: 10.13204/j.gyjz201506002
[4] Li Xiaofen Liu Lixin Zhang Huipeng, . EXPERIMENTAL STUDY OF FATIGUE BEHAVIOR OF THE PRESTRESSED CONCRETE BEAMS WITH PRETENSIONED BENT-UP TENDONS [J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 95-101. doi: 10.13204/j.gyjz201507020
[5] Fu Qiang, Luo Lina, Jin Lingzhi, Cao Xia. EXPERIMENTAL RESEARCH ON STIFFNESS OF HIGH-STRENGTH REINFORCED REACTIVE POWDER CONCRETE SIMPLE BEAM [J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 78-83.
[6] Xie Yongping, Jia Lei. SIZE EFFECT OF NORMAL SECTION BEARING CAPACITY OF REINFORCED CONCRETE COLUMNS [J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 71-76. doi: 10.13204/j.gyjz201410015
[7] Xue Jianyang, Lin Jianpeng, Ma Hui, Chen Zongping, Cui Weiguang. STIFFNESS AND DEFORMATION ANALYSIS OF STEEL REINFORCED RECYCLED CONCRETE ECCENTRIC COMPRESSION COLUMNS [J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 109-113. doi: 10.13204/j.gyjz201308024
[8] Yang Yongxin, Wang Jiangen, Wang Quanfeng. EXPERIMENTAL RESEARCH ON DEFORMATION OF REINFORCED CONCRETE BEAM WITH HRBF500 STEEL BARS [J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 62-65. doi: 10.13204/j.gyjz201107014
[9] Fan Chao, Wang Ruheng, Jia Bin, Guo Wen. BEARING CAPACITY OF FRAME’S COLUMN STRENGTHENED WITH ADDITIONAL FLANGE WALL [J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 38-41,123. doi: 10.13204/j.gyjz201104009
[10] Yuan Lili, Wang Jianmin, Zhao Yajun, Yang Chengwen. EXPERIMENT AND ANALYSIS ON MECHANICAL PROPERTIES OF REINFORCED CERAMSITE CONCRETE BEAM AFTER FIRE [J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 71-74. doi: 10.13204/j.gyjz201104016
[11] Xiong Xueyu, Huang Weiyi, Gao Feng. EXPERIMENTAL STUDY ON SHORT-TERM STIFFNESS OF PRESTRESSED STEEL REINFORCED CONCRETE BEAM [J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 30-33,11. doi: 10.13204/j.gyjz201112007
[12] Wu Jing, Meng Shaoping, Wang Cui. INTERNAL FORCE REDISTRIBUTION AND CRACK CONTROL OF PRESTRESSED CONCRETE FLAT-FLOORS [J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 14-17. doi: 10.13204/j.gyjz200912004
[13] Ni Guowei, Jiang Dengling, Chen Juannong, Qi Jiarui. BENDING TEST AND CRACK CALCULATION OF BI-STEEL CONCRETE BEAM [J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 59-64. doi: 10.13204/j.gyjz200906015
[14] Pan Yudi. THE EXPERIMENTAL RESEARCH ON THE STIFFNESS OF PRESTRESSED CONCRETE BEAMS UNDER LONG-TERM VARIABLE LOADS [J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 50-53. doi: 10.13204/j.gyjz200805011
[15] Zhao Tongfeng, Wang Lianguang. CAPACITY ANALYSIS OF PURE BENDING OF SQUARE STEEL TUBE FILLEDWITH STEEL-REINFORCED HIGH-STRENGTH CONCRETE [J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 27-30. doi: 10.13204/j.gyjz200803008
[16] Li Guangxing, Cai Jian, Wang Lin, Huang Yansheng. STUDY ON RIGIDITY OF TRANSVERSE TORSION MEMBER OF REINFORCED CONCRETE FLAT PLATE_SPECIAL_SHAPED COLUMN CONNECTION [J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 33-37. doi: 10.13204/j.gyjz200703010
[17] Zhang Yu-ming, Wu Jing, Meng Shao-ping. STUDY ON CONTROL OF CRACK IN PRESTRESSED CONCRETE STRUCTURES WITH LARGE LONGITUDINAL LENGTH [J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 8-12. doi: 10.13204/j.gyjz200605003
[18] Zhao Lunyu, Shi Xudong, Zhou Jiankang. EXPERIMENTAL INVESTIGATION ON INTEGRITY OF WALL-BEAM-COLUMN COMBINED STRUCTURE [J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 60-63. doi: 10.13204/j.gyjz200508015
[19] Ma Xinbo, Zhang Sumei. INTRODUCTION AND COMPARISON OF CALCULATION METHODS OF THE STIFFNESS OF CONCRETE-FILLED CIRCULAR STEEL TUBES IN DIFFERENT CODES [J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 75-78. doi: 10.13204/j.gyjz200402022
[20] Zhao Gentian, Li Yonghe. STUDY ON DEFLECTION AND CRACK OF ROOF PLATES WITH CORRODED REINFORCEMENT AND DETERIORATED CONCRETE [J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 54-56. doi: 10.13204/j.gyjz200409016
Proportional views
Created with Highcharts 5.0.7 Amount of access Chart context menu Abstract Views, HTML Views, PDF Downloads Statistics Abstract Views HTML Views PDF Downloads 2024-07 2024-08 2024-09 2024-10 2024-11 2024-12 2025-01 2025-02 2025-03 2025-04 2025-05 2025-06 0 1 2 3 4 5 6
Created with Highcharts 5.0.7 Chart context menu Access Class Distribution FULLTEXT : 16.0 % FULLTEXT : 16.0 % META : 84.0 % META : 84.0 % FULLTEXT META
Created with Highcharts 5.0.7 Chart context menu Access Area Distribution 其他 : 24.0 % 其他 : 24.0 % 北京 : 8.0 % 北京 : 8.0 % 张家口 : 12.0 % 张家口 : 12.0 % 芒廷维尤 : 38.0 % 芒廷维尤 : 38.0 % 芝加哥 : 2.0 % 芝加哥 : 2.0 % 西宁 : 14.0 % 西宁 : 14.0 % 重庆 : 2.0 % 重庆 : 2.0 % 其他 北京 张家口 芒廷维尤 芝加哥 西宁 重庆