Study on tension-stiffening effect of ECC

被引：0
|
作者：
Onizuka Y. [1 ]
Kanakubo T. [1 ]
机构：
[1] Graduate School of System and Information Engineering, University of Tsukuba
来源：
Journal of Structural and Construction Engineering | 2010年 / 75卷 / 653期
关键词：
Bond analysis; ECC; Fiber bridging effect; Tension test; Tension-stiffening effect;
D O I：
10.3130/aijs.75.1327
中图分类号：
学科分类号：
摘要：
In order to investigate the tension-stiffening effect of reinforced Engineered Cementitious Composite (ECC), which is one of the High Performance Fiber-Reinforced Cementitious Composite (HPFRCC), uniaxial tension test is carried out for the specimens with one deformed steel rebar arranged. Bond analysis between ECC and rebar, in which fiber bridging effect of ECC at crack is considered, is conducted under the assumption of the bond stress -slippage relationship. Analysis results show that the tension-stiffening effect between ECC and steel rebar is relatively small rather than bridging action of ECC. It is also confirmed that bridging stress is smaller than crack strength of ECC as the average and strain capacity of ECC increases due to restriction of crack localization.
引用
收藏
页码：1327 / 1333
页数：6
相关论文
共 50 条
  • [31] Average stress-average strain tension-stiffening relationships based on provisions of design codes
    Gintaris KAKLAUSKAS
    Viktor GRIBNIAK
    Rokas GIRDZIUS
    Journal of Zhejiang University-Science A(Applied Physics & Engineering), 2011, 12 (10) : 731 - 736
  • [32] A numerical tension-stiffening model for ultra high strength fiber-reinforced concrete beams
    Na, Chaekuk
    Kwak, Hyo-Gyoung
    COMPUTERS AND CONCRETE, 2011, 8 (01): : 1 - 22
  • [33] Average stress-average strain tension-stiffening relationships based on provisions of design codes
    Kaklauskas, Gintaris
    Gribniak, Viktor
    Girdzius, Rokas
    JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A, 2011, 12 (10): : 731 - 736
  • [34] Tension-stiffening model for FRP-strengthened RC concrete two-way slabs
    Ebead, UA
    Marzouk, H
    MATERIALS AND STRUCTURES, 2005, 38 (276) : 193 - 200
  • [35] POST-CRACKING BEHAVIOR OF MEMBRANE REINFORCED-CONCRETE ELEMENTS INCLUDING TENSION-STIFFENING
    GUPTA, AK
    MAESTRINI, SR
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1989, 115 (04): : 957 - 976
  • [36] Tension-stiffening model for FRP-strenghened RC concrete two-way slabs
    U. A. Ebead
    H. Marzouk
    Materials and Structures, 2005, 38 (2) : 193 - 200
  • [37] Stochastic Tension-Stiffening Approach for the Solution of Serviceability Problems in Reinforced Concrete: Exploration of Predictive Capacity
    Gribniak, Viktor
    Mang, Herbert Anton
    Kupliauskas, Rimantas
    Kaklauskas, Gintaris
    Juozapaitis, Algirdas
    COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2016, 31 (06) : 416 - 431
  • [38] Comparative analysis of deformations and tension-stiffening in concrete beams reinforced with GFRP or steel bars and fibers
    Gribniak, Viktor
    Kaklauskas, Gintaris
    Torres, Lluis
    Daniunas, Alfonsas
    Timinskas, Edgaras
    Gudonis, Eugenijus
    COMPOSITES PART B-ENGINEERING, 2013, 50 : 158 - 170
  • [39] Tension-Stiffening in Reinforced High Performance Fiber-Reinforced Cement-Based Composites under Direct Tension
    Moreno, D. M.
    Trono, W.
    Jen, G.
    Ostertag, C.
    Billington, S. L.
    HIGH PERFORMANCE FIBER REINFORCED CEMENT COMPOSITES 6, 2012, 2 : 263 - +
  • [40] Average stress-average strain tension-stiffening relationships based on provisions of design codes
    Gintaris Kaklauskas
    Viktor Gribniak
    Rokas Girdzius
    Journal of Zhejiang University-SCIENCE A, 2011, 12 : 731 - 736
12345