EXPERIMENTAL RESEARCH ON FLEXURAL BEHAVIOR OF UHPC COMPOSITE SLABS WITH STEEL TRUSS

JIN Lingzhi; LIAN Deming; LI Li; LIANG Xi

doi:10.13204/j.gyjz202003012

Volume 50 Issue 3

Mar. 2020

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2020 > 50(3): 69-75

Lei Jin-bo, Huang Ling, Wu Zhi-ping, Cao Hui-lan, Yin Zong-ze. NUMERICAL ANALYSIS OF BEHAVIOR RULES OF COMPOSITE FOUNDATION OF CONTROL SETTLEMENT AND SPARSE PILES WITH CAPS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 52-56. doi: 10.13204/j.gyjz200604016

Citation:

JIN Lingzhi, LIAN Deming, LI Li, LIANG Xi. EXPERIMENTAL RESEARCH ON FLEXURAL BEHAVIOR OF UHPC COMPOSITE SLABS WITH STEEL TRUSS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 69-75. doi: 10.13204/j.gyjz202003012

Citation:

PDF( 2847 KB)

EXPERIMENTAL RESEARCH ON FLEXURAL BEHAVIOR OF UHPC COMPOSITE SLABS WITH STEEL TRUSS

doi: 10.13204/j.gyjz202003012

JIN Lingzhi¹,
LIAN Deming^{1,2
,
,},
LI Li¹,
LIANG Xi³

1. Guangxi Key Laboratory of Geomechanics and Geomechanical Engineering, Guilin University of Technology, Guilin 541004, China;
2. Infrastructure Management Department, Guilin University of Electronic Technology, Guilin 541004, China;
3. Xingjia Real Estate Development Co., Ltd. of Liuzhou, Liuzhou 545000, China

Received Date: 2019-05-01

Abstract

Abstract

Based on the experimental study of two ultra-high performance concrete (UHPC) steel truss composite slabs and a concrete slab,the effect of steel truss on the flexural behavior of the UHPC composite slabs,such as deflection, cracks and concrete strain,was analyzed.And the secondary loaded effect of the UHPC steel truss composite slabs was investigated.The study showed that the UHPC steel truss composite slabs had better flexural behavior than ordinary concrete composite slabs.The section strain basically conformed to the plane hypothesis,the ductility was better, and the secondary stress was not obvious.The steel truss could effectively enhance the overall flexural bearing capacity of composite slabs, and weaken the phenomena of "stress excess" of tensile steel and the phenomena of "strain lag" of compressive concrete. The results, which were calculated by the formula of flexural normal section bearing capacity of steel truss UHPC composite slabs, agreed well with the experimental data when the equivalent tensile effect coefficient k₃ of concrete was 0.35.
- steel truss,
- composite slabs,
- flexural behavior,
- secondary load,
- ductility

FullText(HTML)

References(12)

References

RICHARD P, CHEYREZY M. Composition of Reactive Powder Concrete Research[J].Cement and Concrete Research, 1995,25(7):1501-1511.

陈科. 大跨度PK预应力混凝土叠合板的试验研究与理论分析[D].长沙:湖南大学,2009.

叶献国,华和贵. 叠合板拼接构造的试验研究[J].工业建筑,2010,40(1):59-63.

刘轶. 自承式钢筋桁架混凝土叠合板性能研究[D].杭州:浙江大学,2006.

廖莎,马远荣. 活性粉末混凝土(RPC)预应力叠合梁受弯性能研究[J]. 湖南大学学报(自然科学版),2005,32(1):57-62.

聂建国,陈必磊.钢筋混凝土叠合板的试验研究[J].工业建筑,2003,33(12):43-46

,33.

中华人民共和国住房和城乡建设部. 普通混凝土结构试验方法标准:GB/T 50152-2012[S]. 北京:中国建筑工业出版社, 2012.

中国国家标准化管理委员会.活性粉末混凝土:GB/T 31387-2015[S].北京:中国建筑工业出版社,2015.

邓莎莎. 现浇钢筋桁架混凝土楼板试验与理论研究[D].重庆:重庆交通大学,2017.

装配整体梁板研究专题科研组.装配整体梁板设计方法的试验研究[J].建筑结构学报,1982,3(6):1-19.

郑文忠,李莉. 钢筋活性粉末混凝土简支梁正截面受力性能试验研究[J]. 建筑结构学报,2011,32(6):125-134.

吴欣柯.配置高强钢筋的RPC梁正截面抗裂性能试验研究[D].桂林:桂林理工大学,2014.

Relative Articles

[1]	MENG Jiao, ZHOU Zhongyu, NIE Xin, ZHUANG Liangdong. Design and Mechanical Property Analysis of Prefabricated Steel-Concrete Composite Structure for Electronic Chip Plants[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 62-68. doi: 10.13204/j.gyjzG23081701
[2]	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
[3]	REN Fan, GU Qian, TAN Yuan, PENG Bo, TIAN Shui, WANG Xiang. Research on Mechanical Properties of Double-Faced Precast Concrete Superposed Shear Wall with Structural Steel Trusses Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 111-118. doi: 10.13204/j.gyjzG21123003
[4]	LIU Wenzheng, CUI Shiqi. EXPERIMENTAL STUDY AND PARAMETRIC ANALYSIS ON FLEXURAL PROPERTIES OF BILATERAL PRESTRESSED COMPOSITE CONCRETE SLABS WITH STEEL TRUSSES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 32-39,31. doi: 10.13204/j.gyjzG20011704
[5]	WANG Binglun, ZHANG Yaoting, TAO Jinyou, JIN Xing, YANG Jie. EXPERIMENTAL RESEARCH AND THEORETICAL ANALYSIS OF SHORT-TERM STIFFNESS OF FILIGREE SLABS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 67-74,99. doi: 10.13204/j.gyjzG21012704
[6]	HAN Jianhong, ZHOU Guangen, SHU Ganping, ZHOU Xiongliang, QIN Ying, HE Yunfei. EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 13-18,50. doi: 10.13204/j.gyjz202003003
[7]	YU Jinghai, HE Mengjie, ZHAO Yuyang, ZHANG Bo, TANG Yuxuan. EXPERIMENTAL STUDY OF COMPOSITE PRESTRESSED CONCRETE SLABS WITH CONCRETE-FILLED TUBULAR STEEL TRUSSES CONNECTED BY CLOSE JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 58-66. doi: 10.13204/j.gyjz202006010
[8]	JIANG Dewen, HUANG Hailin, ZHU Mingqiao, ZHANG Mingliang, HUANG Shu. EXPERIMENTAL RESEARCH ON BENDING FATIGUE BEHAVIOR OF COMPOSITE SLAB WITH PRECAST PRESTRESSED RIBBED PANELS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 76-83. doi: 10.13204/j.gyjz202003013
[9]	LIU Xuechun, WANG Yue, DENG Yuping. EXPERIMENTAL RESEARCH ON FLEXURAL PERFORMANCE OF PREFABRICATED HEIGHT ADJUSTABLE REBAR TRUSS COMPOSITE FLOOR[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 10-18. doi: 10.13204/j.gyjz202004003
[10]	PI Zhengbo, WEI Qike, LAN Yongsen, LUO Wei, ZHANG Hao, WANG Shuqi. RESEARCH ON SHEAR AND BENDING PROPERTIES OF COMPOSITE REINFORCED CONCRETE SLABS WITH REINFORCED TRUSSES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 51-57. doi: 10.13204/j.gyjz202006009
[11]	ZHOU Xiongliang, SHU Ganping, ZHOU Guangen, LIU Zhonghua, HE Yunfei, LUO Kerong. EXPERIMENTAL RESEARCH ON THE MECHANICAL PROPERTIES OF SHORT DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 1-7,12. doi: 10.13204/j.gyjz202003001
[12]	Xu Yehui, Li Bin, Xun Yong. EXPERIMENTAL RESEARCH ON SECONDARY BENDING BEHAVIOR OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH TEXTILE REINFORCED CONCRETE SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 173-178. doi: 10.13204/j.gyjz201501035
[13]	Deng Mingke, Sun Hongzhe, Liang Xingwen, Jing Wubin. EXPERIMENTAL STUDY OF FLEXURAL BEHAVIOR OF DUCTILE FIBER REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 94-98.
[14]	Liu Yunlin, Ding Kewei, Ye Xianguo, Yin Wanyun, Zhong Xun. EXPERIMENTAL STUDY OF LOAD TRANSFER BEHAVIOR OF REINFORCED JOINTS BETWEEN SUPERPOSED SLABS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 49-51.
[15]	Jia Bin, Cheng Jin, Meng Naiqing, Liu Shunfeng. FLEXURAL BEHAVIOR OF CORRODED REINFORCED CONCRETE BEAMS STRENGTHENED WITH CARBON FIBER COMPOSITE SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 144-147. doi: 10.13204/j.gyjz201305030
[16]	Tang Lei, Guo Zhengxing, Ding Guiping. STRUCTURAL PERFORMANCE TEST RESEARCH ON THE NEW STEEL BAR TRUSS CONCRETE SUPERIMPOSED TWO-WAY SLAB[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 49-53. doi: 10.13204/j.gyjz201311012
[17]	Liu Chengcai, Li Jiuhong. THE EXPERIMENTAL STUDY AND INFLUENCE FACTORS ANALYSIS ON THE STRUCTURAL PERFORMANCE OF THE PRESTRESSED CONCRETE LAMINATED HOLLOW SLABS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 35-38. doi: 10.13204/j.gyjz201102010
[18]	Wu Fangbo, Huang Hailin, Chen Wei, Zhou Xuhong, Liu Biao. THEORETICAL STUDY ON TWO-WAY EFFECTS OF CONCRETE COMPOSITE SLAB WITH PRECAST PRESTRESSED RIBBED PANEL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 55-58. doi: 10.13204/j.gyjz201011015
[19]	Huang Hua, Liu Boquan, Liu Weiduo. EXPERIMENTAL STUDY OF SHEAR BEHAVIOR OF RC BEAMS STRENGTHENED WITH STAINLESS STEEL WIRE MESH AND POLYMER MORTAR UNDER SECONDARY LOAD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 123-127. doi: 10.13204/j.gyjz200902024
[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

Supplements(0)

Cited By

Cited by

Periodical cited type(8)

1.	张俊豪，贺君，谭超，奉思东，王梓桐. 钢筋桁架叠合板施工阶段参数分析. 中外公路. 2025(01): 235-243 .
2.	顾轶，姚亚锋，江林. 浅谈UHPC桁架肋预应力叠合板施工技术的应用. 江西建材. 2024(10): 316-318+331 .
3.	李呈龙. 装配式钢结构建筑施工关键技术研究. 工程机械与维修. 2023(01): 184-186 .
4.	孟凡丽，齐岩，隗自修，卢成原. 管线位置对叠合板承载性能影响试验研究. 浙江工业大学学报. 2023(06): 648-654+670 .
5.	张轶. 新型叠合板刚度及承载力试验研究. 枣庄学院学报. 2022(02): 51-55 .
6.	王彤羽. 狭小空间装配式建筑机械吊装设备关键技术与应用. 工程机械与维修. 2022(06): 153-157 .
7.	王庆贺，刘雨婷，许迪舜，张力佳，周长群. 钢筋桁架-自燃煤矸石混凝土组合板受弯性能研究. 工业建筑. 2022(09): 67-73+93 . 本站查看
8.	王炳伦，张耀庭，陶金友，金星，杨杰. 钢筋桁架预制底板短期刚度的理论分析和试验研究. 工业建筑. 2021(11): 67-74+99 . 本站查看