An Approximate Method for Shear Strength of Composite Plate Girders

2011 ◽  
Author(s):  
S. F. Darehshouri ◽  
N. E. Shanmugam ◽  
S. A. Osman
Keyword(s):  
Shear Strength ◽  
Approximate Method ◽  
Composite Plate ◽  
Plate Girders

scholarly journals AN APPROXIMATE METHOD FOR THE ULTIMATE SHEAR STRENGTH OF HORIZONTALLY CURVED COMPOSITE PLATE GIRDERS

2014 ◽  
Vol 20 (3) ◽  
pp. 330-337 ◽  
Author(s):  
Nandivaram E. Shanmugam ◽  
Mohammed A. Basher ◽  
Khalim A. Rashid
Keyword(s):  
Shear Strength ◽  
Approximate Method ◽  
Composite Plate ◽  
Concrete Slab ◽  
Load Capacity ◽  
Ultimate Shear Strength ◽  
Reinforced Concrete Slab ◽  
Web Openings ◽  
Plate Girders ◽  
Horizontally Curved

The paper is concerned with the ultimate load capacity of horizontally curved composite plate girders. An approximate method to predict the ultimate shear strength of the girders is presented. The proposed method accounts for the tension field action in web panels, composite action between steel plate girder and reinforced concrete slab with full interaction and presence of web openings. The accuracy of the method is assessed by comparing the predicted values of ultimate shear strength with the corresponding results obtained by using the nonlinear finite element analyses through a computer package LUSAS. The comparisons show that the proposed method is capable of predicting the ultimate shear strength with an acceptable accuracy. Presence of web openings of different proportions and their effects on ultimate strength of the girders are examined. Girders with trapezoidally corrugated webs are also considered in the study.

Shear strength of composite plate girders with rectangular web cut-outs

1989 ◽  
Vol 12 (2) ◽  
pp. 151-166 ◽  
Author(s):  
R. Narayanan ◽  
R.I.M. Al-Amery ◽  
T.M. Roberts
Keyword(s):  
Shear Strength ◽  
Composite Plate ◽  
Plate Girders

SHEAR STRENGTH OF STEEL‐CONCRETE COMPOSITE PLATE GIRDERS – A REVIEW

ce/papers ◽  
2019 ◽  
Vol 3 (5-6) ◽  
pp. 181-192
Author(s):  
Sérgio Nascimento ◽  
José Oliveira Pedro
Keyword(s):  
Shear Strength ◽  
Composite Plate ◽  
Plate Girders

Shear Strength of Composite Plate Girders with Web Cutouts

1991 ◽  
Vol 117 (7) ◽  
pp. 1897-1910 ◽  
Author(s):  
T. M. Roberts ◽  
R. I. M. Al‐Amery
Keyword(s):  
Shear Strength ◽  
Composite Plate ◽  
Plate Girders

Tests of partially connected composite plate girders

2015 ◽  
Vol 91 ◽  
pp. 13-28 ◽  
Author(s):  
M.Y.M. Yatim ◽  
N.E. Shanmugam ◽  
W.H. Wan Badaruzzaman
Keyword(s):  
Composite Plate ◽  
Plate Girders

Effects of Aging Treatment on Performance of Explosive Welded Beryllium-Bronze/Carbon-Steel Composite Plate

2011 ◽  
Vol 117-119 ◽  
pp. 862-865 ◽  
Author(s):  
Guo Shang Zhang ◽  
Shu Zeng Hou ◽  
Shi Zhong Wei ◽  
Ji Wen Li ◽  
Liu Jie Xu
Keyword(s):  
Shear Strength ◽  
Carbon Steel ◽  
Bond Strength ◽  
Composite Plate ◽  
Treatment Process ◽  
Aging Treatment ◽  
Beryllium Bronze ◽  
Cold Bending ◽  
Steel Composite ◽  
Effects Of Aging

This paper dealt with how the aging time and temperature affected the hardness of beryllium bronze layer in the explosive welded beryllium-bronze/carbon-steel composite plate. The properties of shearing, bonding, cold bending and microhardness were studied in term of the composite plate, including the aging and nonaging. The optimum aging treatment process of the composite plate is aging temperature at 320°C for 3 hours. And the results show that: aging treatment has no obvious effects on the shear strength but sharply decreases bond strength of the composite plate. And aging treatment to a certain extent reduce the cold bending prroperty. After aging treatment, the microhardness value and distribution of carbon steel was no obvious change, and the microhardness of beryllium bronze sharply raised and smoothly distributed.

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