Influences of pre-bending load and corrosion degree of reinforcement on the loading capacity of concrete beams

被引:3
|
作者
The Truyen Tran [2 ]
Thu Minh Tran [2 ]
Xuan Tung Nguyen [1 ]
Duc Hieu Nguyen [1 ]
Ba Thanh Vu [2 ]
Van Nam Vo [3 ]
机构
[1] Univ Transport & Commun, Fac Civil Engn, Campus Ho Chi Minh City, Ho Chi Minh City 700000, Vietnam
[2] Univ Transport & Commun, Fac Civil Engn, Hanoi 100000, Vietnam
[3] Ho Chi Minh City Univ Transport, Fac Transportat Engn, Ho Chi Minh City 700000, Vietnam
关键词
concrete beam; chloride penetration; corrosion; corroded steel bar; numerical model; STEEL REINFORCEMENT; RC BEAMS; BEHAVIOR; BOND; STRENGTH; DAMAGE; TESTS; BAR;
D O I
10.1515/jmbm-2022-0061
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this article, experimental studies on the flexural behavior of concrete beams with corroded reinforcement were conducted. The beams were subjected to simultaneous different load levels and immersed in NaCl solution for 30 days with accelerated corrosion. A four-point bending test was subsequently carried out to determine the loading capacity of these beams. Experimental data show that the loading capacity of the beam decreases as the level of preload increases. The mass loss of steel bars in the beams increases as the level of preload increases. The loading capacity and steel mass loss of the beams subjected to 0.8 of failure load of the non-corroded beam decrease by 32.7 and 30.3%, respectively. The numerical investigation was also done to evaluate the loading capacity with various corrosion degrees of steel bars.
引用
收藏
页码:554 / 563
页数:10
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