Shear Capacity Analysis of Welded Steel I-Girders with Corrugated Webs based on First Yield

2021 ◽  
Author(s):  
Xuqun Lin ◽  
Harry Far ◽  
Xutong Zhang
Keyword(s):  
Shear Capacity ◽  
Capacity Analysis ◽  
Welded Steel ◽  
Corrugated Webs

Direct strength method for shear capacity of beams with corrugated webs

2017 ◽  
Vol 137 ◽  
pp. 152-160 ◽  
Author(s):  
John Papangelis ◽  
Nicholas Trahair ◽  
Gregory Hancock
Keyword(s):  
Shear Capacity ◽  
Direct Strength Method ◽  
Corrugated Webs

Pure Shear Capacity Analysis on Square Tube Filled with Steel Reinforced Concrete

2010 ◽  
Vol 163-167 ◽  
pp. 1578-1581
Author(s):  
Yang Wei Ou ◽  
Tong Feng Zhao ◽  
Xiao Dong Zhen
Keyword(s):  
Reinforced Concrete ◽  
Shear Force ◽  
Pure Shear ◽  
Steel Tube ◽  
Shear Capacity ◽  
Capacity Analysis ◽  
Steel Reinforced Concrete ◽  
Limit Value ◽  
Square Steel Tube ◽  
Shear Bending

Square steel tube filled with steel reinforced concrete subjected to shear force was simulated by finite element method. Limit value of broken on pure shear, bending-shear and bending were given. Influence of stirrup ratio, steel reinforced ratio, strength of concrete under shear force was also analyzed. Finally, formula for pure shear capacity of square steel tube filled with steel reinforced concrete was proposed by research the calculated results. Calculated results showed that it agreed well with that of corresponding document.

scholarly journals Shear Behavior of Corrugated Steel Webs in H Shape Bridge Girders

2015 ◽  
Vol 2015 ◽  
pp. 1-15 ◽  
Author(s):  
Qi Cao ◽  
Haibo Jiang ◽  
Haohan Wang
Keyword(s):  
Failure Modes ◽  
Structural Data ◽  
Shear Capacity ◽  
Bridge Engineering ◽  
Element Analysis ◽  
Corrugated Webs ◽  
Composite Bridge ◽  
Shear Performance ◽  
Girder Bridge ◽  
The Stability

In bridge engineering, girders with corrugated steel webs have shown good mechanical properties. With the promotion of composite bridge with corrugated steel webs, in particular steel-concrete composite girder bridge with corrugated steel webs, it is necessary to study the shear performance and buckling of the corrugated webs. In this research, by conducting experiment incorporated with finite element analysis, the stability of H shape beam welded with corrugated webs was tested and three failure modes were observed. Structural data including load-deflection, load-strain, and shear capacity of tested beam specimens were collected and compared with FEM analytical results by ANSYS software. The effects of web thickness, corrugation, and stiffening on shear capacity of corrugated webs were further discussed.

Shear Capacity Analysis of SRHSC Frame Joints

2012 ◽  
Vol 166-169 ◽  
pp. 3298-3301
Author(s):  
Shan Suo Zheng ◽  
Xie Han ◽  
Qing Lin Tao ◽  
Wei Wang
Keyword(s):  
Shear Strength ◽  
High Strength Concrete ◽  
High Strength ◽  
Shear Capacity ◽  
Capacity Analysis ◽  
Shear Effect ◽  
Test Results ◽  
Ultimate Shear Strength ◽  
Strength Concrete ◽  
Calculation Results

Based on the tests of 5 steel reinforced high strength concrete (SRHSC) frame interior joint specimens, this paper discusses the mechanism of load transference in the joints. Shear effect of each part of the joints including concrete, steel web, band, flange frame and stirrup is analyzed. And then, the shear capacity equation of SRHSC frame joints is presented. Comparing the calculation results with the test results, it is indicated that the shear capacity equation proposed can correctly evaluate the ultimate shear strength for SRHSC joints.

scholarly journals Determining the Shear Capacity of Steel Beams with Corrugated Webs by Using Optimised Regression Learner Techniques

Materials ◽  
2021 ◽  
Vol 14 (9) ◽  
pp. 2364
Author(s):  
Ahmed S. Elamary ◽  
Ibrahim B. M. Taha
Keyword(s):  
Shear Stress ◽  
Gaussian Process Regression ◽  
Shear Capacity ◽  
Vertical Shear ◽  
Steel Beams ◽  
Test Results ◽  
Output Factor ◽  
Proposed Model ◽  
Corrugated Webs ◽  
Steel Grades

The use of corrugated webs increases web shear stability and eliminates the need for transverse stiffeners in steel beams. Optimised regression learner techniques (ORLTs) are rarely used for calculating shear capacity in steel beam research. This study proposes a new approach for calculating the maximum shear capacity of steel beams with trapezoidal corrugated webs (SBCWs) by using ORLTs. A new shear model is proposed using ORLTs in accordance with plate buckling theory and previously developed formulas for predicting the shear strength of SBCWs. The proposed ORLT models are implemented using the regression learner toolbox of MATLAB software (2020b). The available data of more than 125 test results from different specimens prepared by previous researchers are used to create the model. In this study, web geometry and relevant web steel grades determine the shear capacity of SBCWs. Four regression methods are adopted. Results are compared with those of an artificial neural network model. The model output factor represents the ratio of the web vertical shear stress to the normalised shear stress. Shear capacity can be estimated on the basis of the resulting factor from the model. The proposed model is verified using two methods. In the first method, a series of tests are performed by the authors. In the second method, the results of the model are compared with the shear values obtained experimentally by other researchers. On the basis of the test results of previous studies and the current work, the proposed model provides an acceptable degree of accuracy for predicting the shear capacity of SBCWs. The results obtained using Gaussian process regression are the most appropriate because its recoded mean square error is 0.07%. The proposed model can predict the shear capacity of SBCWs with an acceptable percentage of error. The recoded percentage of error is less than 5% for 93% of the total specimens. By contrast, the maximum differential obtained is ±10%, which is recorded for 3 out of 125 specimens.

Sign in / Sign up

Export Citation Format

Share Document