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
  • [1] Combined effect of high curing temperature and crack width on chloride migration in reinforced concrete beams
    Elkedrouci, L.
    Diao, B.
    Pang, S.
    Li, Y.
    2017 5TH INTERNATIONAL CONFERENCE ON MECHANICAL ENGINEERING, MATERIALS SCIENCE AND CIVIL ENGINEERING, 2018, 324
  • [2] EFFECT OF CORROSION ON BOND BEHAVIOR AND BENDING STRENGTH OF REINFORCED CONCRETE BEAMS
    金伟良
    赵羽习
    JournalofZhejiangUniversityScience, 2001, (03) : 59 - 69
  • [3] Effect of corrosion on bond behavior and bending strength of reinforced concrete beams
    Jin Wei-liang
    Zhao Yu-xi
    Journal of Zhejiang University-SCIENCE A, 2001, 2 (3): : 298 - 308
  • [4] FLEXURAL BEHAVIOR OF CORRODED REINFORCED CONCRETE BEAMS
    Wang, X. G.
    Zheng, L.
    PROCEEDINGS OF THE 12TH INTERNATIONAL CONFERENCE ON INSPECTION APPRAISAL REPAIRS AND MAINTENANCE OF STRUCTURES, VOLS 1 AND 2, 2010, : 1163 - +
  • [5] Experimental Study on Flexural Behavior of Prestressed Concrete Beams Reinforced by CFRP under Chloride Environment
    Liu, Yunyan
    Fan, Yingfang
    ADVANCES IN CIVIL ENGINEERING, 2019, 2019
  • [6] Effect of Steel Fiber and Different Environments on Flexural Behavior of Reinforced Concrete Beams
    Bafghi, Mohammad Ali Barkhordari
    Amini, Fereydon
    Nikoo, Hamed Safaye
    Sarkardeh, Hamed
    APPLIED SCIENCES-BASEL, 2017, 7 (10):
  • [7] The effect of corrosion on shear behavior of reinforced self-consolidating concrete beams
    Lachemi, Mohamed
    Al-Sayati, Nabil
    Sahmaran, Mustafa
    Anil, Ozgur
    ENGINEERING STRUCTURES, 2014, 79 : 1 - 12
  • [8] Deterioration of shear behavior of corroded reinforced concrete beams
    Ye, Zhiwen
    Zhang, Weiping
    Gu, Xianglin
    ENGINEERING STRUCTURES, 2018, 168 : 708 - 720
  • [9] Torsional behavior of reinforced concrete beams with corroded reinforcement
    Yalciner, Hakan
    Kumbasaroglu, Atila
    Turan, Ahmet Ihsan
    STRUCTURES, 2019, 20 : 476 - 488
  • [10] Shear performance of reinforced concrete beams with corroded stirrups in chloride environment
    Xia, Jin
    Jin, Wei-liang
    Li, Long-yuan
    CORROSION SCIENCE, 2011, 53 (05) : 1794 - 1805
12345