Journal of Shandong University(Engineering Science) ›› 2023, Vol. 53 ›› Issue (3): 88-95.doi: 10.6040/j.issn.1672-3961.0.2021.531

• 土木工程 • Previous Articles     Next Articles

Shear capacity analysis of prestressed concrete hollow slab beams

YU Yang1, SHI Nan2, GAO Lei3, ZHAO Guohao3, ZHANG Feng3   

  1. 1.School of Civil Engineering of Shandong University, Jinan 250061, Shandong, China;
    2.Shandong Hi-speed Construction Management Group Co., Ltd., Jinan 250002, Shandong, China;
    3.Geotechnical and Structural Engineering Research Center of Shandong University, Jinan 250061, Shandong, China
  • Online:2023-06-20 Published:2023-07-07

CLC Number: 

  • U443.35
[1] NGUYEN T N H, TAN K H, KANDA T. Investigations on web-shear behavior of deep precast, prestressed concrete hollow core slabs[J]. Engineering Structures, 2019, 183: 579-593.
[2] BARAN E. Effects of cast-in-place concrete topping on flexural response of precast concrete hollow-core slabs[J]. Engineering Structures, 2015, 98: 109-117.
[3] KANKERI P, PRAKASH S S. Experimental evaluation of bonded overlay and NSM GFRP bar strengthening on flexural behavior of precast prestressed hollow core slabs[J]. Engineering Structures, 2016, 120: 49-57.
[4] DERKPWSKI W, SURMA M. Prestressed hollow core slabs for topped slim floors: theory and research of the shear capacity[J]. Engineering Structures, 2021, 241: 112464.
[5] BRUNESI E, NASCIMBENE R. Numerical web-shear strength assessment of precast prestressed hollow core slab units[J]. Engineering Structures, 2015, 102: 13-30.
[6] 来金龙. 既有预应力混凝土空心板梁抗剪性能分析[D].哈尔滨:东北林业大学,2018. LAI Jinlong. Shear behavior analysis of existing prestressed concrete hollow s1ab beams[D]. Harbin: Northeast Forestry University, 2018.
[7] DI J, SUN Y, YU K, et al. Experimental investigation of shear performance of existing PC hollow slab[J]. Engineering Structures, 2020, 211: 110451.
[8] 张建仁,刘彬,王磊,等. 配有斜筋混凝土梁抗剪承载力计算与试验[J]. 应用力学学报, 2012, 29(6):746-751. ZhANG Jianren, LIU Bin, WANG Lei, et al. Shear capacity and experiment of reinforced concrete beam with diagonal reinforcements[J]. Chinese Journal of Applied Mechanics, 2012, 29(6):746-751.
[9] BRUNESI E, BOLOGNINI D, NASCIMBENE R. Evaluation of the shear capacity of precast-prestressed hollow core slabs: numerical and experimental comparisons[J]. Materials and Structures, 2015, 48(5):1503-1521.
[10] VECCHIO F J, COLLINS M P. The modified compression-field theory for reinforced concrete elements subjected to shear[J]. Journal of the American Concrete Institute, 1986, 83(2):219-231.
[11] LIM E, HWANG S J. Modeling of the strut-and-tie parameters of deep beams for shear strength prediction[J]. Engineering Structures, 2016,108: 104-112.
[12] KANI G. The riddle of shear failure and its solution[J]. Journal of the American Concrete Institute, 1964, 61(4): 441-468.
[13] MUTTONI A, RUIZ M F. Shear strength of members without transverse reinforcement as function of critical shear crack width[J]. ACI Structural Journal, 2008, 105(2): 163-172.
[14] YANG K H, ASHOUR A F. Load capacity of reinforced concrete continuous deep beams[J]. Journal of Structural Engineering, 2008, 134(6): 919-929.
[15] MANSOUR M, HSU T T C. Behaviour of reinforced concrete elements under cyclic shear. II: theoretical model[J]. Journal of Structural Engineering, 2015, 131(1): 54-65.
[16] ZHANG T, VISINTIN P, OEHLERS D J. Shear strength of RC beams without web reinforcement[J]. Australian Journal of Structural Engineering, 2016, 17(1): 87-96.
[17] 韩记明.超短超细钢纤维矩形截面梁抗剪性能研究[D].重庆:重庆交通大学,2013. HAN Jiming. Study on shear performance of rectangular section concrete beam reinforced by ultra-short ultra-fine steel fiber[D]. Chongqing: Chongqing Jiaotong University, 2013.
[18] MARDOOKHPOUR A R. Evaluation of codes and equation for prediction shear capacity in HSC beams without shear reinforcements[J]. World Journal of Engineering, 2012, 9(1):57-62.
[19] PARK M K, LEE D H, HAN S J, et al. Web-shear capacity of thick precast prestressed hollow-core slab units produced by extrusion method[J]. International Journal of Concrete Structures and Materials, 2019, 13(1): 1-14.
[20] YANG L. Design of prestressed hollow core slabs with reference to web shear failure[J]. Journal of Structural Engineering, 1994, 120(9): 2675-2696.
[21] 中华人民共和国交通运输部. 公路钢筋混凝土及预应力混凝土桥涵设计规范:JTG 3362—2018[S]. 北京:人民交通出版社, 2018.
[22] 叶见曙. 结构设计原理[M]. 北京:人民交通出版社,2018.
[23] MARI A, BAIRAN J, CLADERA A, et al. Shear-flexural strength mechanical model for the design and assessment of reinforced concrete beams[J]. Structure and Infrastructure Engineering, 2014, 11: 1399-1419.
[24] AASHTO. AASHTO LRFD bridge design specifications[S]. Washington D C: American Association of State Highway and Transportation of Officials, 2017.
[25] American Concrete Institute. Building code requirements for structural concrete(ACI 318M-08)and commentary[S]. Farmington Hills: ACI Committee, 2008.
[26] 汪昕. 嵌入式碳纤维板条增强混凝土梁受弯与受剪承载力研究[D]. 南京:东南大学, 2006. WANG Xin. Study on Flexural and shear strengthening of RC beams with near-surface mounted FRP laminates[D]. Nanjing: Southeast University, 2006.
[27] 汪昕, 张继文. 嵌入式FRP抗剪增强梁斜裂缝水平投影长度计算[J]. 东南大学学报(自然科学版), 2008, 38(5): 779-783. WANG Xin, ZHANG Jiwen. Calculation of horizontal projection length of diagonal cracks in near-surface mounted FRP shear strengthened beams[J]. Journal of Southeast University(Natural Science Edition), 2008, 38(5):779-783.
[28] 肖光宏,江炳章. 考虑预应力度的部分预应力混凝土梁抗剪强度的试验研究[J]. 重庆交通学院学报, 1988, 7(3):74-87. XIAO Guanghong, JIANG Bingzhang. Experimental research on ultimate shear strength of partially prestressed concrete with considering degree of prestress[J]. Journal of Chongqing Jiaotong University, 1988, 7(3):74-87.
No related articles found!
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WANG Su-yu,<\sup>,AI Xing<\sup>,ZHAO Jun<\sup>,LI Zuo-li<\sup>,LIU Zeng-wen<\sup> . Milling force prediction model for highspeed end milling 3Cr2Mo steel[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(1): 1 -5 .
[2] ZHANG Yong-hua,WANG An-ling,LIU Fu-ping . The reflected phase angle of low frequent inhomogeneous[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(2): 22 -25 .
[3] LI Kan . Empolder and implement of the embedded weld control system[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2008, 38(4): 37 -41 .
[4] SHI Lai-shun,WAN Zhong-yi . Synthesis and performance evaluation of a novel betaine-type asphalt emulsifier[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2008, 38(4): 112 -115 .
[5] KONG Xiang-zhen,LIU Yan-jun,WANG Yong,ZHAO Xiu-hua . Compensation and simulation for the deadband of the pneumatic proportional valve[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(1): 99 -102 .
[6] LAI Xiang . The global domain of attraction for a kind of MKdV equations[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(1): 87 -92 .
[7] YU Jia yuan1, TIAN Jin ting1, ZHU Qiang zhong2. Computational intelligence and its application in psychology[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2009, 39(1): 1 -5 .
[8] LI Liang, LUO Qiming, CHEN Enhong. Graph-based ranking model for object-level search
[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2009, 39(1): 15 -21 .
[9] CHEN Rui, LI Hongwei, TIAN Jing. The relationship between the number of magnetic poles and the bearing capacity of radial magnetic bearing[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2018, 48(2): 81 -85 .
[10] WANG Bo,WANG Ning-sheng . Automatic generation and combinatory optimization of disassembly sequence for mechanical-electric assembly[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(2): 52 -57 .