scholarly journals Bond behaviour of austenitic stainless steel reinforced concrete

2020 ◽  
Vol 221 ◽  
pp. 111027
Author(s):  
Musab. Rabi ◽  
K.A. Cashell ◽  
R. Shamass ◽  
Pieter Desnerck
Keyword(s):  
Stainless Steel ◽  
Reinforced Concrete ◽  
Austenitic Stainless Steel ◽  
Bond Behaviour ◽  
Steel Reinforced Concrete

scholarly journals Behavior of stainless steel–reinforced concrete piers under lateral impact loading

2017 ◽  
Vol 9 (5) ◽  
pp. 168781401770993 ◽  
Author(s):  
Guoxue Zhang ◽  
Shixiang Xu ◽  
Hongbing Xie ◽  
Xiwu Zhou ◽  
Yingfeng Wang
Keyword(s):  
Stainless Steel ◽  
Reinforced Concrete ◽  
Impact Loading ◽  
Lateral Impact ◽  
Steel Reinforced Concrete

Flexural response of stainless steel reinforced concrete beam

Structures ◽  
2021 ◽  
Vol 34 ◽  
pp. 589-603
Author(s):  
Khondaker Sakil Ahmed ◽  
Md Ahsan Habib ◽  
Md Farhan Asef
Keyword(s):  
Stainless Steel ◽  
Reinforced Concrete ◽  
Concrete Beam ◽  
Reinforced Concrete Beam ◽  
Steel Reinforced Concrete ◽  
Flexural Response

Performance of Stainless Steel Reinforced Concrete Members

2002 ◽  
Vol 86 (6) ◽  
pp. 68-76
Author(s):  
Toshihiko Yamamoto ◽  
Toru Yamaji ◽  
Masakatsu Yamakawa
Keyword(s):  
Stainless Steel ◽  
Reinforced Concrete ◽  
Steel Reinforced Concrete ◽  
Concrete Members

scholarly journals Experimental study on damage evaluation of stainless steel–reinforced concrete piers under lateral impact

2020 ◽  
Vol 12 (5) ◽  
pp. 168781402092488
Author(s):  
Bo Wu ◽  
Shixiang Xu
Keyword(s):  
Stainless Steel ◽  
Reinforced Concrete ◽  
Impact Damage ◽  
Test System ◽  
Reinforcement Ratio ◽  
Test Results ◽  
Lateral Impact ◽  
Steel Reinforced Concrete ◽  
Steel Bars ◽  
The Impact

Horizontal impact tests of stainless steel–reinforced concrete piers with different reinforcement ratios at different impact velocities were carried out by using the ultra-high drop weight impact test system. Degree of piers damage after impact was comprehensively analyzed by measuring the acceleration of the impact body, the displacement of the top of the pier specimens, the strain of the steel bars, the rotation of the pier bottom, and the crack development of concrete. The test results showed that under the same impact velocity, with the decrease in reinforcement ratio, the peak acceleration of the impact body, the displacement of the top of pier specimens, the strain of steel bars, and the pier bottom rotation all increase. To a certain extent, increasing the reinforcement ratio of bridge piers can effectively reduce impact damage.

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