Results 251 to 260 of about 79,821 (291)
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Study on Mechanical Properties of Displacement-Amplified Mild Steel Bar Joint Damper
Iranian Journal of Science and Technology: Transactions of Civil Engineering, 2023Linyi Yang +3 more
semanticscholar +1 more source
Construction and Building Materials, 2019
A new corrosion fatigue life prediction approach for steel bar in concrete based on fatigue crack propagation and equivalent initial flaw size (EIFS) was proposed, coupling corrosion growth and fatigue crack propagation together.
Junzu Sun, Zhiheng Ding, Qiao Huang
semanticscholar +1 more source
A new corrosion fatigue life prediction approach for steel bar in concrete based on fatigue crack propagation and equivalent initial flaw size (EIFS) was proposed, coupling corrosion growth and fatigue crack propagation together.
Junzu Sun, Zhiheng Ding, Qiao Huang
semanticscholar +1 more source
Bond behavior between recycled coarse aggregate concrete and steel bar after salt-frost cycles
Construction and Building Materials, 2019This paper presents the experimental results of the salt-frost resistance of recycled coarse aggregate concrete (RAC) and the bond behavior of RAC with steel bar after salt-frost cycles.
Tian Su +3 more
semanticscholar +1 more source
Corrosion detection in steel bar: A time-frequency approach
NDT & E international, 2019This paper presents a new technique for discerning corrosion in steel bars using guided ultrasonic waves with an improved signal processing technique. A mild steel bar has been subjected to accelerated corrosion.
S. Majhi +3 more
semanticscholar +1 more source
Composite structures, 2019
The dual action of hoop confinement and sustained loading significantly affects the cyclic bond performance between the corroded steel bar and the concrete. This process has been recognized, but the cyclic bond performance has not been well defined. This
Yingwu Zhou +6 more
semanticscholar +1 more source
The dual action of hoop confinement and sustained loading significantly affects the cyclic bond performance between the corroded steel bar and the concrete. This process has been recognized, but the cyclic bond performance has not been well defined. This
Yingwu Zhou +6 more
semanticscholar +1 more source
Influence of environmental factors on resistivity of concrete with corroded steel bar
European Journal of Environmental and Civil Engineering, 2019The paper presents the experimental results of the influence of relative humidity (RH), temperature, fly ash content and chloride concentration on the relationship between concrete resistivity and the corrosion level of steel bar in concrete. The results
Tian Su +5 more
semanticscholar +1 more source
Flexural strengthening of RC beams with BFRP or high strength steel bar–reinforced ECC matrix
, 2021Zhi qiang Li, W. Hou, G. Lin
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Optimizing the Shearing of Steel Bars
Journal of Mechanical Engineering Science, 1960The paper deals with problems of scrap and waste incurred in the shearing of steel bars and with the effect of bar length variability on the scrap function. These basic problems are characteristic of many industrial operations. The analysis in this paper attempts to present solutions to the following: when no more than one final bar (product) is to be
openaire +1 more source
Thoracic Impalement by a Steel Reinforcing Bar
The American Surgeon™, 2018Jinny, Ha +2 more
openaire +2 more sources