Shear resistance behaviour of geogrid-confined RC elements under static and cyclic loading

被引：1
|
作者：
Chidambaram, R. Siva [1 ]
Agarwal, Pankaj [2 ]
机构：
[1] CSIR Cent Bldg Res Inst, Roorkee 247667, Uttar Pradesh, India
[2] Indian Inst Technol Roorkee, Dept Earthquake Engn, Roorkee 247667, Uttar Pradesh, India
来源：
CURRENT SCIENCE | 2019年 / 117卷 / 02期
关键词：
Cyclic behaviour; damping; damage tolerance; geogrid confinement; hysteretic behaviour; moment rotation; SFRC; FIBER-REINFORCED CONCRETE; BEAM-COLUMN JOINTS; MECHANICAL-PROPERTIES; STEEL; STRENGTH;
D O I：
10.18520/cs/v117/i2/260-271
中图分类号：
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号：
07 ; 0710 ; 09 ;
摘要：
The present experimental work is concerned with the application of geogrid as partial transverse reinforcement in reinforced concrete beams and exterior beam-column joints. The composite advantages of steel fibre with minimum percentage and geogrid in resisting the shear force of beam and beam-column joint specimens with increased stirrup spacing under static and reverse cyclic loading are studied in detail. The load-deflection curve, hysteretic loop, post-elastic strength and stiffness degradation, energy dissipation, failure pattern and damage tolerance capacity are the parameters used in this study to evaluate the performance of adopted new confinement technique. The improved shear carrying capacity with better inelastic response represents the advantages of the geogrid in RC structural elements. Also the enhanced energy dissipation and better damage tolerance of composite action provided by geogrid and steel fibre authenticate the use of synergetic effect in resisting the shear force in RC beams and beam-column joints.
引用
收藏
页码：260 / 271
页数：12
相关论文
共 50 条
  • [31] Behaviour evaluation of a gravelly soil-geogrid interface under normal cyclic loading
    Liu, F. Y.
    Zhu, C.
    Yuan, G. H.
    Wang, J.
    Gao, Z. Y.
    Ni, J. F.
    GEOSYNTHETICS INTERNATIONAL, 2021, 28 (05) : 508 - 520
  • [32] Tensile behaviour of an HDPE geogrid under cyclic loading: experimental results and empirical modelling
    Cardile, G.
    Moraci, N.
    Pisano, M.
    GEOSYNTHETICS INTERNATIONAL, 2017, 24 (01) : 95 - 112
  • [33] Behaviour of composite walls under monotonic and cyclic shear loading
    Hossain, KMA
    Wright, HD
    STRUCTURAL ENGINEERING AND MECHANICS, 2004, 17 (01) : 69 - 85
  • [34] Behaviour of a plane joint under horizontal cyclic shear loading
    Dang, Wengang
    Fruehwirt, Thomas
    Konietzky, Heinz
    GEOMECHANICS AND ENGINEERING, 2017, 13 (05) : 809 - 823
  • [35] Behaviour of RC beams strengthened by partial jacketing under cyclic loading
    Vaz, Ana Paula Rodrigues
    Abd El Malik Shehata, Ibrahim
    Domingues Shehata, Lidia da Conceicao
    Gomes, Ronaldo Barros
    MATERIALS AND STRUCTURES, 2014, 47 (03) : 383 - 396
  • [36] Flexural behaviour of GFRP strengthened RC beams under cyclic loading
    Sawant, Sandeep G.
    Jadhav, H. S.
    MATERIALS TODAY-PROCEEDINGS, 2022, 59 : 188 - 195
  • [37] Shear behaviour of perfobond rib shear connector under static and cyclic loadings
    Ahn, J. -H.
    Kim, S. -H.
    Jeong, Y. -J.
    MAGAZINE OF CONCRETE RESEARCH, 2008, 60 (05) : 347 - 357
  • [38] Behaviour of RC beams strengthened by partial jacketing under cyclic loading
    Ana Paula Rodrigues Vaz
    Ibrahim Abd El Malik Shehata
    Lidia da Conceição Domingues Shehata
    Ronaldo Barros Gomes
    Materials and Structures, 2014, 47 : 383 - 396
  • [39] Stiffness, ductility, and energy dissipation of RC elements under cyclic shear
    Hsu, TTC
    Mansour, MY
    EARTHQUAKE SPECTRA, 2005, 21 (04) : 1093 - 1112
  • [40] Experimental Study for the Geogrid-Reinforced Embankment with Clay Cover Under Static and Cyclic Loading
    Zhang, Mengxi
    Zhu, Hao
    Chen, Longqing
    Javadi, Akbar A.
    INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2024, 22 (02) : 181 - 194
12345