Liao Wenyuan Zhou Donghua Li Longqi Yao Kaicheng Han Chunxiu, . THEORETICAL ANALYSIS OF UPLIFT FORCE OF STEEL-CONCRETE COMPOSITE BEAMS UNDER NEGATIVE MOMENT[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 166-170. doi: 10.13204/j.gyjz201510031
Citation:
Liao Wenyuan Zhou Donghua Li Longqi Yao Kaicheng Han Chunxiu, . THEORETICAL ANALYSIS OF UPLIFT FORCE OF STEEL-CONCRETE COMPOSITE BEAMS UNDER NEGATIVE MOMENT[J]. INDUSTRIAL CONSTRUCTION , 2015, 45(10): 166-170. doi: 10.13204/j.gyjz201510031
Liao Wenyuan Zhou Donghua Li Longqi Yao Kaicheng Han Chunxiu, . THEORETICAL ANALYSIS OF UPLIFT FORCE OF STEEL-CONCRETE COMPOSITE BEAMS UNDER NEGATIVE MOMENT[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 166-170. doi: 10.13204/j.gyjz201510031
Citation:
Liao Wenyuan Zhou Donghua Li Longqi Yao Kaicheng Han Chunxiu, . THEORETICAL ANALYSIS OF UPLIFT FORCE OF STEEL-CONCRETE COMPOSITE BEAMS UNDER NEGATIVE MOMENT[J]. INDUSTRIAL CONSTRUCTION , 2015, 45(10): 166-170. doi: 10.13204/j.gyjz201510031
THEORETICAL ANALYSIS OF UPLIFT FORCE OF STEEL-CONCRETE COMPOSITE BEAMS UNDER NEGATIVE MOMENT
Abstract
Based on the elastic deformation theory，a mechanical model of composite beam under negative moment was established by considering the surface slip and vertical uplift effects． The differential equation was derived by using the principle of force equilibrium and deformation compatibility condition． Calculation program was developed and obtained the formula of vertical uplift force under negative moment． The results showed that composite beam under same load condition，the uplift force of single stud was increased with the increasing of distance between studs． All the numerical results were verified by comparing with experiment results to illustrate the accuracy and reliability of the calculation method． The result provided a theoretical basis for interface study considering the surface slip and vertical uplift effects of continuous composite beam．
References
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] HUANG Jing, MO Shixu, CHAI Longjie, ZHENG Yan. Calculation Method of Ultimate Bearing Capacity of UHPC Composite Beam with Narrow Steel Box [J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 48-56,143. doi: 10.13204/j.gyjzG22082506
[3] YUAN Xigui. Experimental Research on Fatigue Performance of Composite Beam with Laminated Slabs Based on Studs Destroyed [J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 147-153,82. doi: 10.13204/j.gyjzG21122206
[4] 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
[5] JIA Lian-guang, TANG Kang, JIAO Yu-ming, ZHAO Yi-min. Research on Buckling of Webs of Castellated Composite Beams Under Negative Bending Moment [J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 129-137. doi: 10.13204/j.gyjzg21081705
[6] SUN Huping. FLEXURAL BEHAVIOR OF ECC-CONCRETE HYBRID COMPOSITE BEAMS REINFORCED WITH FRP AND STEEL BARS [J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 194-198,212. doi: 10.13204/j.gyjzG19122310
[7] LYU Wenlong, XU Yong, MAI Zhiheng. EXPERIMENTAL STUDY ON THE FLEXURAL BEHAVIOR OF THE NORMAL SECTION OF REINFORCED CONCRETE BEAMS STRENGTHENED BY DOUBLE-SIDED CHANNEL STEEL [J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 166-171. doi: 10.13204/j.gyjzGYJZ2019013004
[8] LI Tianyu, GUO Yurong, SHAN Bo, XIAO Yan. EXPERIMENTAL RESEARCH ON ASSEMBLED GLUBAM-CONCRETE COMPOSITE BEAMS [J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 57-64,115. doi: 10.13204/j.gyjzG19111001
[9] WANG Xiaobi, SONG Ruinian, ZHAN Yulin, ZHAO Renda. EFFECT OF WELD SHAPE ON SHEAR BEARING CAPACITY OF STUD [J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 144-149,185. doi: 10.13204/j.gyjzG1904020007
[10] Shan Bo, Liang Longhui, Xiao Yan, Zhang Weiliang. EXPERIMENTAL RESEARCH ON NOTCHED CONNECTION FOR GLUBAM-CONCRETE COMPOSITE BEAMS [J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 18-25. doi: 10.13204/j.gyjz201504004
[11] Lu Xinying, Li Yang, Li Yuanjin. STUDY OF GALVANIC CORROSION SENSITIVITY BETWEEN ANY COUPLE OF STUD，WELDMENT，OR BEAM [J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 125-128. doi: 10.13204/j.gyjz201508023
[12] Lu Xinying Lam Chio Fan Jiansheng, . CORROSION DETECTION OF STUDS IN STEEL-CONCRETE COMPOSITE STRUCTURES BY HALF-CELL POTENTIAL TEST [J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 122-125. doi: 10.13204/j.gyjz201507025
[13] Zhang Rujun, Geng Ou, Chai Boshi. RESEARCH EXPERIMENT OF THE BEAM-TO-COLUMN JOINT REINFORCED BY CFRP AT NEGATIVE MOMENT AREAS [J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 175-177. doi: 10.13204/j.gyjz2001407036
[14] Wang Yihong, Zhou Shengdong, Li Hao, Wang Hanwei. EXPERIMENTAL RESEARCH ON RESISTING PUNCHING BEHAVIOR OF THE COLUMN FOOTING NODE OF CFST COLUMN WITH STUDS [J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 115-119. doi: 10.13204/j.gyjz201202026
[15] Zhang Hongmei, Liu Wei. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CHANNEL-MASONRY COMPOSITE BEAMS FOR FAST RECONSTRUCTION OF LARGE SPACE [J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 80-83. doi: 10.13204/j.gyjz201105018
[16] Liu Jingbo, Liu Yangbing, Guo Bing, Yang Jianguo. PARAMETER ANALYSIS OF SEISMIC BEHAVIOR OF STEEL-CONCRETE COMPOSITE FRAME STRUCTURES [J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 96-100. doi: 10.13204/j.gyjz200908023
[17] Wu Taiwei, Zhong Chaoying, Yu Sujian, Wen Shan, Zhao Xiaoyong. EXPERIMENTAL STUDY ON THE STRENGTHENED COMPOSITE BEAM JOINTED WITH WELDED SHORT REBAR [J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 120-123. doi: 10.13204/j.gyjz200905027
[18] 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
Cited by Periodical cited type(11) 1. 迟曼曼，贺东青，李衫元. 基于密集配筋下的SFRSCC力学性能实验研究. 河南大学学报(自然科学版). 2022(05): 602-609 . 2. 刘俊霞，陶宏利，杨艳蒙，程学磊. 干湿循环-硫酸盐侵蚀对钢纤维SCC弯曲性能的影响研究. 水利水电技术(中英文). 2022(12): 118-124 . 3. 陈新明，史玉良，焦华喆，靳翔飞，吴亚闯，谭毅. 基于搜索锥算法的纤维分布特征及对BFRC的增强机制. 材料导报. 2021(04): 4061-4066 . 4. 卿龙邦，杨卓凡，慕儒. 龄期对定向钢纤维增强水泥基复合材料断裂性能的影响. 工业建筑. 2021(01): 146-151 . 5. 梁海军，许家文. 钢-聚丙烯纤维橡胶混凝土力学性能试验研究. 塑料工业. 2021(06): 94-99 . 6. 郭志强. 不同钢纤维含量对超高性能混凝土结构的抗弯性能影响研究. 四川建筑科学研究. 2020(02): 95-102 . 7. 杨睿. 不同钢筋强度和钢纤维类型的混凝土梁抗弯性能试验研究. 新余学院学报. 2020(02): 25-31 . 8. 朱麒璇，刘晨曦，梁丽青，武丹丹，王雯倩. 钢纤维混凝土在盾构隧道管片中的应用综述. 四川建筑. 2020(06): 105-108 . 9. 李妍，王小鹏，贺柱国，方权. 工业废旧纤维增强水泥基复合材料抗剪性能试验研究. 工业建筑. 2020(12): 88-92+159 . 10. 崔宏环，王文涛，崔乃夫，杨兴然，何静云，张振寰. 钢纤维混凝土桩水平承载特性试验研究. 北京交通大学学报. 2019(03): 130-136 . 11. 李英娜，张井财，张春巍，薛启超. 钢纤维混凝土的弯曲性能试验研究. 混凝土. 2018(08): 74-78 .
Other cited types(17)
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 2024-05 2024-06 2024-07 2024-08 2024-09 2024-10 2024-11 2024-12 2025-01 2025-02 2025-03 2025-04 0 1 2 3 4 5 Created with Highcharts 5.0.7 Chart context menu Access Class Distribution FULLTEXT : 16.7 % FULLTEXT : 16.7 % META : 83.3 % META : 83.3 % FULLTEXT META Created with Highcharts 5.0.7 Chart context menu Access Area Distribution 其他 : 22.9 % 其他 : 22.9 % Australia : 6.3 % Australia : 6.3 % 北京 : 12.5 % 北京 : 12.5 % 十堰 : 2.1 % 十堰 : 2.1 % 台州 : 6.3 % 台州 : 6.3 % 天津 : 2.1 % 天津 : 2.1 % 温州 : 2.1 % 温州 : 2.1 % 漯河 : 2.1 % 漯河 : 2.1 % 芒廷维尤 : 25.0 % 芒廷维尤 : 25.0 % 芜湖 : 4.2 % 芜湖 : 4.2 % 葫芦岛 : 2.1 % 葫芦岛 : 2.1 % 西宁 : 8.3 % 西宁 : 8.3 % 重庆 : 4.2 % 重庆 : 4.2 % 其他 Australia 北京 十堰 台州 天津 温州 漯河 芒廷维尤 芜湖 葫芦岛 西宁 重庆
本站查看
Login
Register
E-alert
DownLoad: