Torsion strengthening of RC beams with carbon fibre composites

被引：2
|
作者：
Holtz Silva Filho, J. J. [1 ]
de Souza Sanchez Filho, E. [2 ]
de Souza Lima Velasco, M. [1 ]
机构：
[1] PUC Rio, Rio De Janeiro, Brazil
[2] Univ Fed Fluminense, BR-24220000 Niteroi, RJ, Brazil
来源：
STRUCTURAL CONCRETE | 2010年 / 11卷 / 04期
关键词：
REINFORCED POLYMER;
D O I：
10.1680/stco.2010.11.4.181
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper presents the results of an experimental and theoretical study designed to evaluate the behaviour of reinforced concrete beams subjected to torsion and strengthened with carbon fibre composites. A total of seven beams, each with the dimensions 200 x 400 x 4200 mm, were tested. Test results reveal marked increases in the torsion capacity of 38% and 40% for each series of beams. The effective axial stress of a theoretical model for bonding the carbon fibre composites is incorporated in the space truss with softening model. The predictions of this proposed model are then compared with tests results. A high degree of agreement is verified between the experimental and theoretical values. [doi: 10.1680/stco.2010.11.4.181]
引用
收藏
页码：181 / 190
页数：10
相关论文
共 50 条
  • [41] Shear strengthening of fire damaged RC beams with stirrup reinforced engineered cementitious composites
    Shang, Xing-yan
    Yu, Jiang-tao
    Li, Ling-zhi
    Lu, Zhou-dao
    ENGINEERING STRUCTURES, 2020, 210
  • [42] CFRP COMPOSITES FOR STRENGTHENING RC BEAMS WITH LARGE SQUARE OPENING AT SHEAR: FEM & EXPERIMENTAL
    Chin, S. C.
    Shafiq, N.
    Nuruddin, M. F.
    PROCEEDINGS OF THE 7TH INTERNATIONAL CONFERENCE ON STEEL AND ALUMINIUM STRUCTURES (ICSAS 2011), 2011, : 266 - 271
  • [43] Hybrid strengthening of RC beams with externally bonded carbon fiber reinforced polymer laminate and engineered cementitious composites transition layer
    Su, Yanli
    Wu, Chang
    Wang, Guolin
    Shang, Jiaqi
    Zhang, Pu
    ADVANCES IN STRUCTURAL ENGINEERING, 2024, 27 (11) : 1849 - 1861
  • [44] The analysis of carbon fibre composite box beams subjected to torsion with variable twist
    Loughlan, J
    Ata, M
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1998, 152 (3-4) : 373 - 391
  • [45] Prediction of flexural strength of RC beams strengthened with carbon fibre reinforced polymer
    Lee, Stephen
    Moy, Stuart
    Munro, Mike
    DESIGN, MANUFACTURING AND APPLICATIONS OF COMPOSITES, 2006, : 227 - 235
  • [46] Prediction of flexural strength of RC beams strengthened with carbon fibre reinforced polymer
    Lee, Stephen
    Moy, Stuart
    SCIENCE AND ENGINEERING OF COMPOSITE MATERIALS, 2007, 14 (03): : 169 - 180
  • [47] Torsion behavior of strengthened RC beams by ferrocement
    Rajguru, Rajesh S.
    Patkar, Manish
    MATERIALS TODAY-PROCEEDINGS, 2022, 61 : 138 - 142
  • [48] Flexural strengthening of RC beams using sisal fibre reinforced polymer (SFRP) composite with anchorage systems
    Khan, Arslan Qayyum
    Pimanmas, Amorn
    Chindaprasirt, Prinya
    RESULTS IN ENGINEERING, 2023, 18
  • [49] Optimization of kenaf fibre reinforced polymer laminate for shear strengthening of RC beams using embedded connector
    Alam, Md Ashraful
    Al Riyami, Khalid
    Bakkar, Suliman
    ENGINEERING STRUCTURES, 2021, 232
  • [50] Strengthening of RC continuous beams by external prestressing
    Tan, Kiang Hwee
    Tjandra, Robert A.
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2007, 133 (02): : 195 - 204
12345