Effect of High Percentage of Sodium Chloride (Nacl) on the Behavior of Reinforced Concrete Beams

被引：0
|
作者：
Abd El-Salam, S.
Eldin, H. Shehab
El-Shamy, E. A.
Shawky, Sh M. M.
机构：
来源：
LIFE SCIENCE JOURNAL-ACTA ZHENGZHOU UNIVERSITY OVERSEAS EDITION | 2012年 / 9卷 / 03期
关键词：
Experimental method; corrosion; sodium chloride; RC structures; STRUCTURAL MEMBERS; INITIATION; CORROSION;
D O I：
暂无
中图分类号：
Q [生物科学];
学科分类号：
07 ; 0710 ; 09 ;
摘要：
In this paper an experimental investigation is carried out to study the effect of high percentages of sodium chloride (NaCl) on the structural behavior of R. C. beams. The experimental study contained thirteen of R. C. beams with fixed steel reinforcement and a common concrete mix by adding different high percentages of salts by weight of cement (S/C) to the mixing water of concrete mix. The beams were tested up to failure, and the influence of variable factors on the structural deformations such as, failure loads, strains, cracking behavior and modes of failure were reported. Also, the mass' loss of steel reinforcement bars was studied. [S. Abd El-salam, H. Shehab Eldin, E. A. El-Shamy and Sh. M. M. Shawky. Effect of High Percentage of Sodium Chloride (Nacl) on the Behavior of Reinforced Concrete Beams. Life Sci J 2012;9(3):315-320]. (ISSN: 1097-8135). http://www.lifesciencesite.com. 43
引用
收藏
页码：315 / 320
页数：6
相关论文
共 50 条
  • [31] Shear behaviour and load capacity of short reinforced concrete beams exposed to chloride environment
    Vu Hiep Dang
    Francois, Raoul
    Coronelli, Dario
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2016, 20 (04) : 379 - 395
  • [32] A full-range analysis of anchorage failure for reinforced concrete beams in chloride environment
    Chen, Meng-Cheng
    Yang, Chao
    Fang, Wei
    Xie, Li
    ENGINEERING FAILURE ANALYSIS, 2019, 105 : 566 - 583
  • [33] The effect and mitigation of chloride ion contamination on reinforced concrete structures
    Whitmore, D
    Hesje, L
    CIM BULLETIN, 2001, 94 (1055): : 69 - 72
  • [34] Effect of chloride ion diffusion in the behavior of reinforced concrete structures with galvanized steel. Preliminary results
    Vera, R.
    Roman, J.
    Puentes, M.
    Bagnara, M.
    Carvajal, A. Ma
    Rojas, P.
    REVISTA DE LA CONSTRUCCION, 2013, 12 (01): : 30 - 40
  • [35] Flexural behavior test of corroded prestressed concrete beams under chloride environment
    Liu Y.
    Fan Y.
    Yu J.
    Li Q.
    Fuhe Cailiao Xuebao/Acta Materiae Compositae Sinica, 2020, 37 (03): : 707 - 715
  • [36] Experimental and Analytical Investigation of the Fatigue Flexural Behavior of Corroded Reinforced Concrete Beams
    Song, Li
    Fan, Zhiwei
    Hou, Jian
    INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS, 2019, 13 (01)
  • [37] Experimental Investigation on Shear Fatigue Behavior of Reinforced Concrete Beams with Corroded Stirrups
    Ye, Zhiwen
    Zhang, Weiping
    Gu, Xianglin
    Liu, Xiguang
    JOURNAL OF BRIDGE ENGINEERING, 2019, 24 (02)
  • [38] Fatigue Flexural Behavior of Corroded Reinforced Concrete Beams Repaired with CFRP Sheets
    Al-Hammoud, Rania
    Soudki, Khaled
    Topper, Timothy H.
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2011, 15 (01) : 42 - 51
  • [39] Flexural Behavior of Corroded RC Beams Strengthened by Textile-Reinforced Concrete
    Xie, Wei
    Sheng, Jie
    Yu, Zongjian
    Li, Yan
    Dou, Guotao
    Stochino, Flavio
    BUILDINGS, 2023, 13 (12)
  • [40] ANTICORROSIVE BEHAVIOR OF SELF-CONSOLIDATING REINFORCED CONCRETE BEAMS AFTER CRACKED
    Guo Chin-hsiang
    Hwang Chao-lung
    2ND INTERNATIONAL SYMPOSIUM ON DESIGN, PERFORMANCE AND USE OF SELF-CONSOLIDATING CONCRETE, 2009, 65 : 687 - 696
12345