Citation: | XUE Wenyuan, HU Xiang, XUE Weichen. Calculation method of flexural capacity of ultra-high performance concrete beams reinforced with FRP rebars[J]. Acta Materiae Compositae Sinica, 2022, 39(11): 5109-5121. doi: 10.13801/j.cnki.fhclxb.20220809.001 |
[1] |
AFGC/SETRA. Ultra high performance fibre-reinforced concretes[S]. Bagneux: French Civil Engineering Association, 2013.
|
[2] |
HABER Z B, DE LA VARGA I, GRAYBEAL B A, et al. Properties and behavior of UHPC-class materials, FHWA-HRT-18-036[R]. Virginia: Federal Highway Administration, 2018.
|
[3] |
彭飞, 薛伟辰. 基于可靠度的GFRP筋混凝土梁抗弯承载力设计方法[J]. 土木工程学报, 2018, 51(5):64-71.
PENG Fei, XUE Weichen. Reliability-based design method for ultimate load-bearing capacity of GFRP reinforced concrete beams under flexure[J]. China Civil Engineering Journal,2018,51(5):64-71(in Chinese).
|
[4] |
YANG I H, JOH C, KIM B S. Structural behavior of ultra high performance concrete beams subjected to bending[J]. Engineering Structures,2010,32(11):3478-3487. doi: 10.1016/j.engstruct.2010.07.017
|
[5] |
ACI Committee 440. Guide for the design and construction of concrete reinforced with FRP bars: ACI 440.1 R-15[S]. Michigan: American Concrete Institute, 2015.
|
[6] |
中华人民共和国住房和城乡建设部, 中华人民共和国国家质量监督检验检疫总局. 纤维增强复合材料建设工程应用技术规范: GB/T 50608—2010[S]. 北京: 中国计划出版社, 2010.
Ministry of Housing and Urban-Rural Development of the People's Republic of China, General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China. Technical code for infrastructure application of FRP composites: GB/T 50608—2010[S]. Beijing: China Planning Press, 2010(in Chinese).
|
[7] |
中华人民共和国住房和城乡建设部. 纤维增强复合材料筋混凝土桥梁技术标准: CJJ/T 280—2018[S]. 北京: 建筑工业出版社, 2018.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Technical standard for concrete bridge with FRP reinforcements: CJJ/T 280—2018[S]. Beijing: China Architecture & Building Press, 2018(in Chinese).
|
[8] |
AFNOR. National addition to Eurocode 2–Design of concrete structures: Specific rules for ultra-high performance fiber-reinforced concrete (UHPFRC): NF P 18-710[S]. Paris: Association Française de Normalisation, 2016.
|
[9] |
MCS-EPFL. Recommendation: Ultra-high performance fibre reinforced cement-based composites (UHPFRC) construction material, dimensioning und application[S]. Zurich: MCS-EPFL, 2016.
|
[10] |
AALETI S, PETERSEN B, SRITHARAN S. Design guide for precast ultra-high-performance concrete waffle deck panel system, including connections: FHWA-HIF-13-032[R]. Virginia: Federal Highway Administration, 2013.
|
[11] |
湖南省住房和城乡建设厅. 湖南省活性粉末混凝土结构技术规程: DBJ43/T 325—2017[S]. 北京: 中国建筑工业出版社, 2017.
Ministry of Housing and Urban-Rural Development of the Hunan Province. Technical standard for concrete bridge with FRP reinforcements: DBJ43/T 325—2017[S]. Beijing: China Architecture & Building Press, 2017(in Chinese).
|
[12] |
邓宗才, 王义超, 肖锐, 等. 高强钢筋 UHPC 梁抗弯性能试验研究与理论分析[J]. 应用基础与工程科学学报, 2015, 23(1):68-78.
DENG Zongcai, WANG Yichao, XIAO Rui, et al. Flexural test and theoretical analysis of UHPC beams with high strength rebars[J]. Journal of Basic Science and Engineering,2015,23(1):68-78(in Chinese).
|
[13] |
郑文忠, 卢姗姗, 李莉. GFRP筋活性粉末混凝土梁受力性能试验研究[J]. 建筑结构学报, 2011, 32(6):115-124.
ZHENG Wenzhong, LU Shanshan, LI Li. Experimental research on mechanical performance of reactive powder concrete beams reinforced with GFRP bars[J]. Journal of Building Structures,2011,32(6):115-124(in Chinese).
|
[14] |
FERRIER E, MICHEL L, ZUBER B, et al. Mechanical behaviour of ultra-high-performance short-fibre-reinforced concrete beams with internal fibre reinforced polymer bars[J]. Composites Part B: Engineering,2015,68:246-258. doi: 10.1016/j.compositesb.2014.08.001
|
[15] |
YOO D Y, BANTHIA N, YOON Y S. Flexural behavior of ultra-high-performance fiber-reinforced concrete beams reinforced with GFRP and steel rebars[J]. Engineering Structures,2016,111:246-262. doi: 10.1016/j.engstruct.2015.12.003
|
[16] |
YOO D Y, BANTHIA N, YOON Y S. Predicting service deflection of ultra-high-performance fiber-reinforced concrete beams reinforced with GFRP bars[J]. Composites Part B: Engineering,2016,99:381-397. doi: 10.1016/j.compositesb.2016.06.013
|
[17] |
SINGH M, ALI M S M, SHEIKH A, et al. Structural behaviour of ultra high performance fibre reinforced concrete beams with steel and polymer bar reinforcement[C]//Proceedings of the 11th Fib International PhD Symposium in Civil Engineering. Tokyo: University of Tokyo, 2016: 287-294.
|
[18] |
YOKOTA H, ROKUGO K, SAKATA N. Recommendations for design and construction of high performance fiber reinforced cement composite with multiple fine cracks[S]. Tokyo: Japan Society of Civil Engineers, 2008.
|
[19] |
SINGH M, SHEIKH A, ALI M M, et al. Experimental and numerical study of the flexural behaviour of ultra-high performance fibre reinforced concrete beams[J]. Construction and Building Materials,2017,138:12-25. doi: 10.1016/j.conbuildmat.2017.02.002
|
[20] |
GRAYBEAL B, DAVIS M. Cylinder or cube: Strength testing of 80 to 200 MPa (11.6 to 29 KSI) ultra-high-performance fiber-reinforced concrete[J]. ACI Materials Journal,2008,105(6):603-609.
|
[21] |
郭晓宇, 亢景付, 朱劲松. 超高性能混凝土单轴受压本构关系[J]. 东南大学学报(自然科学版), 2017, 47(2):170-177.
GUO Xiaoyu, KANG Jingfu, ZHU Jinsong. Constitutive relationship of ultrahigh performance concrete under uni-axial compression[J]. Journal of Southeast University (Natural Science Edition),2017,47(2):170-177(in Chinese).
|
[22] |
RUSSELL H G, GRAYBEAL B A, RUSSELL H G. Ultra-high performance concrete: A state-of-the-art report for the bridge community: FHWA-HRT-13-060[R]. McLean: Federal Highway Administration, 2013.
|
[23] |
BIRTEL V, MARK P. Parameterised finite element modelling of RC beam shear failure[C]//Proceedings of the 19th Annual International ABAQUS Users’ Conference. Massachusetts: In ABAQUS Users’ Conference, 2006: 95-108.
|
[24] |
单波. 活性粉末混凝土基本力学性能的试验与研究[D]. 长沙: 湖南大学, 2002.
SHAN Bo. Experiment and research on basic mechanical properties of reactive powder concrete[D]. Changsha: Hunan University, 2002(in Chinese).
|
[25] |
马亚峰. 活性粉末混凝土(RPC200)单轴受压本构关系研究[D]. 北京: 北京交通大学, 2006.
MA Yafeng. Study on constitutive relationship of 200 MPa reactive powder concrete under uni-axial compression[D]. Beijing: Beijing Jiaotong University, 2006(in Chinese).
|
[26] |
闫光杰. 200 MPa级活性粉末混凝土(RPC200)的破坏准则与本构关系研究[D]. 北京: 北京交通大学, 2005.
YAN Guangjie. Study on failure criterion and constitutive relationship of 200 MPa reactive powder concrete[D]. Beijing: Beijing Jiaotong University, 2005(in Chinese).
|