Ultimate shear strength of steel-plate composite (SC) walls with boundary elements

2020 ◽  
Vol 165 ◽  
pp. 105810 ◽  
Author(s):  
Peter N. Booth ◽  
Saahastaranshu R. Bhardwaj ◽  
Tzu-Chun Tseng ◽  
Jungil Seo ◽  
Amit H. Varma
Keyword(s):  
Shear Strength ◽  
Steel Plate ◽  
Boundary Elements ◽  
Ultimate Shear Strength

scholarly journals EXPERIMENTAL INVESTIGATION OF ULTIMATE SHEAR STRENGTH OF STEEL PLATE GIRDERS WITH CORRODED WEB PLATES

2014 ◽  
Vol 70 (3) ◽  
pp. 359-376 ◽  
Author(s):  
Tetsuhiro SHIMOZATO ◽  
Yoshiaki TAMAKI ◽  
Yasunori ARIZUMI ◽  
Tetsuya YABUKI ◽  
Syuichi ONO ◽  
...  
Keyword(s):  
Experimental Investigation ◽  
Shear Strength ◽  
Steel Plate ◽  
Ultimate Shear Strength ◽  
Plate Girders ◽  
Web Plates

Ultimate shear strength of steel plate girders at normal and fire conditions

2019 ◽  
Vol 137 ◽  
pp. 318-330 ◽  
Author(s):  
André Reis ◽  
Nuno Lopes ◽  
Paulo Vila Real
Keyword(s):  
Shear Strength ◽  
Steel Plate ◽  
Ultimate Shear Strength ◽  
Plate Girders ◽  
Fire Conditions

Numerical investigation on ultimate shear strength of long steel plate girder web panels at high temperatures

2020 ◽  
Vol 29 ◽  
pp. 101070
Author(s):  
G.H. Pourmoosavi ◽  
S.A. Mousavi Ghasemi ◽  
B. Farahmand Azar ◽  
S. Talatahari
Keyword(s):  
Shear Strength ◽  
Numerical Investigation ◽  
High Temperatures ◽  
Steel Plate ◽  
Ultimate Shear Strength ◽  
Plate Girder

Numerical investigation on ultimate shear strength of steel plate shear walls

2014 ◽  
Vol 84 ◽  
pp. 78-90 ◽  
Author(s):  
Elsayed B. Machaly ◽  
Sherif S. Safar ◽  
Mostafa A. Amer
Keyword(s):  
Shear Strength ◽  
Numerical Investigation ◽  
Steel Plate ◽  
Shear Walls ◽  
Ultimate Shear Strength ◽  
Steel Plate Shear Walls

scholarly journals Impact of Reinforcement Ratio on Shear Behavior of I-Shaped UHPC Beams with and without Fiber Shear Reinforcement

Materials ◽  
2020 ◽  
Vol 13 (7) ◽  
pp. 1525 ◽  
Author(s):  
Altug Yavas ◽  
Cumali Ogun Goker
Keyword(s):  
Shear Strength ◽  
Failure Mode ◽  
High Performance Concrete ◽  
Shear Behavior ◽  
Reinforcement Ratio ◽  
Steel Fibers ◽  
Experimental Program ◽  
Shear Reinforcement ◽  
Ultimate Shear Strength ◽  
Loading Test

In the presented paper, the impacts of steel fiber use and tensile reinforcement ratio on shear behavior of Ultra-High Performance Concrete (UHPC) beams were investigated from the point of different tensile reinforcement ratios. In the scope of the experimental program, a total of eight beams consisting of four reinforcement ratios representing low to high ratios ranged from 0.8% to 2.2% were casted without shear reinforcement and subjected to the four-point loading test. While half of the test beams included 30 mm end-hooked steel fibers (SF-UHPC) with 2.0 vol%, the remaining beams were produced without the fiber to show possible effectiveness of the fiber use. The shear performances were discussed in terms of the load—deflection response, cracking pattern and failure mode, first cracking load and ultimate shear strength. In this sense, all the non-fiber beams were failed by shear with a dramatic load drop, regardless of the tensile reinforcement amount, before the yielding of reinforcement and they produced no deflection capability. The test results showed that while the inclusion of steel fibers to the UHPC mixture with low reinforcement ratios changed the failure mode from the shear to flexure, it significantly enhanced the ultimate shear strength in the case of higher reinforcement ratio through the SF-UHPC’ superior mechanical properties and fibers’ crack-bridging ability.

Grinding With Abrasive Disks: Part 4—Grinding Power and Temperatures

1962 ◽  
Vol 84 (4) ◽  
pp. 466-476 ◽  
Author(s):  
W. A. Mohun
Keyword(s):  
Stainless Steel ◽  
Shear Strength ◽  
Mild Steel ◽  
Applied Load ◽  
Depth Of Cut ◽  
Ultimate Shear Strength ◽  
The Coefficient Of Friction ◽  
Grinding Efficiency ◽  
Grinding Power ◽  
Performance And Mechanism

Variations in power during disk grinding have been explained and equations developed to represent the power in terms of the grinding variables. It has been shown that depth of cut is below the critical magnitude so that ultimate shear strength of the metal is involved for all but the initial 30 to 120 seconds of grinding. It has also been shown that the coefficient of friction is higher against stainless steel than against mild steel, and that the basic differences in performance and mechanism on these two metals originate in this property. Photomicrographs of microflats are shown. The mechanism of microdressing is explained in terms of thermal shock and mechanical impact in relation to the effect of applied load upon grinding efficiency.

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