Steel for the reinforcement of concrete. Weldable reinforcing steel. Bar, coil and decoiled product. Specification

2005 ◽  
Keyword(s):  
Reinforcing Steel ◽  
Steel Bar ◽  
Product Specification

Bond Behavior of Reinforcing Steel Bar and Geopolymer Concrete

2020 ◽  
Vol 32 (7) ◽  
pp. 04020167
Author(s):  
Rakesh Paswan ◽  
Md. Reyazur Rahman ◽  
S. K. Singh ◽  
B. Singh
Keyword(s):  
Geopolymer Concrete ◽  
Reinforcing Steel ◽  
Bond Behavior ◽  
Steel Bar

scholarly journals Effects of the corrosion of main bar and stirrups on the bond behavior of reinforcing steel bar

2019 ◽  
Vol 225 ◽  
pp. 13-28 ◽  
Author(s):  
Hongwei Lin ◽  
Yuxi Zhao ◽  
Jia-Qi Yang ◽  
Peng Feng ◽  
Josko Ozbolt ◽  
...  
Keyword(s):  
Reinforcing Steel ◽  
Bond Behavior ◽  
Steel Bar

Effects of Ceramsite Concrete Strength on Natural Frequency Based on ANSYS

2012 ◽  
Vol 204-208 ◽  
pp. 4124-4127
Author(s):  
Hao Qing Wang ◽  
Qiu Kong ◽  
Zhou Ping Yu ◽  
Wei Jun Yang
Keyword(s):  
Natural Frequency ◽  
Seismic Design ◽  
Vibration Frequency ◽  
Concrete Strength ◽  
Reinforcing Steel ◽  
Material Parameters ◽  
Modeling Analysis ◽  
Steel Bar ◽  
Environmental Vibration

By separate modeling analysis based upon ANSYS, SOLID65 unit of the entity is selected to simulate ceramsite concrete, and reinforcing performance is selected to simulate the effect of reinforcing steel bar. The strength on natural frequency’s effects was studied through changing the ansys model’s material parameters of ceramsite concrete. The strength of ceramsite concrete can be determined and applied to the anti-seismic design according to the size of the environmental vibration frequency.

scholarly journals Essential Mechanical Properties of Structural Steels for Steel Reinforced Buildings in the Earthquake Sensitive Areas

2011 ◽  
Vol 4 (1) ◽  
pp. 51 ◽  
Author(s):  
M. A. Islam
Keyword(s):  
Mechanical Properties ◽  
Structural Steel ◽  
Fatigue Loading ◽  
Structural Steels ◽  
Reinforcing Steel ◽  
High Rise ◽  
Steel Bar ◽  
Steel Bars ◽  
Cyclic Type ◽  
Earthquake Effects

During earthquake, the ground along with its various natural and manmade structures experiences shaking of various intensities and frequencies depending on the nature of the earthquake. The loading activities caused by earthquakes on various structures are very much cyclic type, which is popularly known as fatigue loading. On the other hand, for modern high-rise buildings a large volume of steel bar is used to reinforce the concrete because of the pioneer role of steel bars embedded inside the concrete for safety of the buildings. In this study various mechanical properties of reinforcing steel bars that are essential to counter balance the earthquake effects have been identified first. At the same time these essential mechanical properties have been defined and studied for most commonly used reinforcing steel bars. For doing this, both the conventional and advanced structural steels were selected. The mechanical properties and fatigue behaviours of these steels have been presented and discussed in this paper.  Keywords: Earthquake; High-rise buildings; Reinforcing steel bars; Conventional structural steel; Advanced structural steel.© 2012 JSR Publications. ISSN: 2070-0237 (Print); 2070-0245 (Online). All rights reserved.doi: http://dx.doi.org/10.3329/jsr.v4i1.7069 J. Sci. Res. 4 (1), 51-63 (2012)

Removal of Fine Mortar Attached to Waste Reinforcing Steel Bar using Glycolic Acid

2015 ◽  
Vol 32 (2) ◽  
pp. 111-114
Author(s):  
Jun-Ho Gil ◽  
◽  
Jung-Hun Kim ◽  
Johng-Hwa Ahn
Keyword(s):  
Glycolic Acid ◽  
Reinforcing Steel ◽  
Steel Bar

scholarly journals Analysis of RC Deep Beams Considering the Shear Deformations and Bar-concrete Interaction

2020 ◽  
Author(s):  
Seyed Shaker Hashemi ◽  
Kabir Sadeghi ◽  
Saeid Javidi ◽  
Mahmoud Malakouti
Keyword(s):  
Degrees Of Freedom ◽  
Beam Theory ◽  
Reinforcing Steel ◽  
Deep Beams ◽  
Shear Deformations ◽  
New Approach ◽  
Modeling And Analysis ◽  
Nonlinear Springs ◽  
Steel Bar ◽  
Rc Deep Beams

In this paper, reinforced concrete (RC) deep beams (DBs) have been analyzed numerically and a new approach is proposed to the nonlinear numerical modeling of such structural members. The effect of shear deformations and the interaction between reinforcing steel bar and concrete are considered in modeling and analysis. In order to consider the effect of shear deformations, the Timoshenko beam theory has been applied to formulate the analysis method. In the modeling, the RC DB is divided into several sub-elements which are composed of concrete and reinforcing steel bars. Individual degrees of freedom have been assigned to each reinforcing steel bar. Thus, each reinforcing steel bar is able to slip relative to its surrounding concrete and the bond effect is simulated by nonlinear springs. To consider the interaction between reinforcing steel bar and concrete, the concrete segment acts as a beam element, and each reinforcing steel bar acts as a truss element. The reliability of this method has been confirmed by comparing the obtained results from the numerical analysis and the results of the experimental pushover test.

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