Evaluating Stress-Strain Properties of Reinforcing Steel for Reinforced Concrete

被引:1
|
作者
Hao, Meijing [1 ]
Zheng, Wenzhong [1 ,2 ,3 ]
Chang, Wei [1 ]
机构
[1] Harbin Inst Technol, Sch Civil Engn, 202 Haihe Rd, Harbin 150090, Peoples R China
[2] Harbin Inst Technol, Key Lab Struct Dynam Behav & Control, Minist Educ, Harbin 150090, Peoples R China
[3] Harbin Inst Technol, Key Lab Smart Prevent & Mitigat Civil Engn Disast, Minist Ind & Informat Technol, Harbin 150090, Peoples R China
来源
基金
美国国家科学基金会;
关键词
reinforcing steel; mechanical indicators; stress-strain relationships; prediction models; COMPRESSIVE STRENGTH;
D O I
10.1520/ACEM20190160
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The stress-strain properties of reinforcing steel for reinforced concrete are related to the design of reinforced concrete structures. In China Codes, steel bars for the prestressing of concrete (PCB) and hot-rolled ribbed bars in grade 600 (HRB600) were introduced to design concrete structures. However, the stress-strain properties of high-strength steel bars are not defined by the standard. In this paper, reinforcing steel for reinforced concrete in a China Code included hot-rolled plain bars (HPB), HRB, cold-rolled ribbed steel bars (CRB), PCB, hot-rolled wire rod for prestressed steel (PSW), and screw-thread steel bars for the prestressing of concrete (PSB), which were tested under axial tension. Results showed that the reinforcing steel was divided into two types: HPB, HRB, and CRB600H with yield plateau and PCB, PSW, PSB, and CRB550 without. Based on the experimental results, the tensile mechanical indicators of reinforcing steel were determined and the stress-strain curves prediction models of reinforcing steel were developed. The stress-strain curves prediction models of steel bars can predict the tensile properties of steel bars accurately, which can be used in finite element software to simulate the tensile properties of steel bars and explore the stress development of steel bars in concrete structures.
引用
下载
收藏
页码:283 / 297
页数:15
相关论文
共 50 条
  • [31] Stress-strain behavior and toughness of high-performance steel fiber reinforced concrete in compression
    Ramadoss, P.
    Nagamani, K.
    COMPUTERS AND CONCRETE, 2013, 11 (02): : 149 - 167
  • [32] Stress-strain behaviour and performance evaluation of high strength steel fibre reinforced concrete (SFRSHC)
    Arora, V.V.
    Singh, Brijesh
    Patel, Vikas
    Daniel, Y.N.
    Mohapatra, B.N.
    Indian Concrete Journal, 2019, 93 (12): : 54 - 61
  • [33] STRESS-STRAIN RELATIONS OF STEEL FIBER REINFORCED-CONCRETE UNDER REPEATED COMPRESSIVE LOAD
    TANIGAWA, Y
    HATANAKA, S
    CEMENT AND CONCRETE RESEARCH, 1983, 13 (06) : 801 - 808
  • [35] Research on the Stress-Strain Curve and Damage of Steel Fiber Reinforced Concrete under Uniaxial Loading
    Yang, Runnian
    Wei, Demin
    ADVANCES IN CIVIL ENGINEERING, PTS 1-6, 2011, 255-260 : 383 - 388
  • [36] Stress-strain state of a steel-reinforced concrete slab under long-term
    Zamaliev, F. S.
    Zakirov, M. A.
    MAGAZINE OF CIVIL ENGINEERING, 2018, 83 (07): : 12 - 23
  • [37] Theoretical Axial and Lateral Stress-Strain Model for Steel Tube-Reinforced Concrete Column
    Huang, Yuan
    Zhang, Xiao-Li
    Lu, Hua-Sen
    Han, Bing
    JOURNAL OF STRUCTURAL ENGINEERING, 2024, 150 (10)
  • [38] Stress-strain state and reinforcement of compensating sections of steel/reinforced-concrete pressure conduits
    Lisichkin S.E.
    Rubin O.D.
    Lisichkin A.S.
    Power Technology and Engineering, 2014, 47 (5) : 338 - 343
  • [39] STRESS-STRAIN CURVES FOR FIBER REINFORCED-CONCRETE IN COMPRESSION
    HUGHES, BP
    FATTUHI, NI
    CEMENT AND CONCRETE RESEARCH, 1977, 7 (02) : 173 - 184
  • [40] Stress-strain model for confined reinforced concrete in bridge piers
    Hoshikuma, J
    Kawashima, K
    Nagaya, K
    Taylor, AW
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1997, 123 (05): : 624 - 633