Discussion of “Plastic Bending of A514 Steel Beams”

1970 ◽  
Vol 96 (6) ◽  
pp. 1242-1243
Author(s):  
Ganpat S. Pandit
Keyword(s):  
Steel Beams ◽  
Plastic Bending

Plastic Bending of A514 Steel Beams

1969 ◽  
Vol 95 (9) ◽  
pp. 1851-1871 ◽  
Author(s):  
John F. McDermott
Keyword(s):  
Steel Beams ◽  
Plastic Bending

Plastic bending of mild-steel beams

1999 ◽  
pp. 350-366
Author(s):  
JOHN CASE ◽  
LORD CHILVER ◽  
CARL T.F. ROSS
Keyword(s):  
Mild Steel ◽  
Steel Beams ◽  
Plastic Bending

PLASTIC BENDING OF MILD-STEEL BEAMS

1959 ◽  
pp. 257-270
Author(s):  
JOHN CASE ◽  
A.H. CHILVER
Keyword(s):  
Mild Steel ◽  
Steel Beams ◽  
Plastic Bending

Plastic bending of mild-steel beams

1971 ◽  
pp. 263-276
Author(s):  
JOHN CASE ◽  
A.H. CHILVER
Keyword(s):  
Mild Steel ◽  
Steel Beams ◽  
Plastic Bending

scholarly journals Plastic Bending and Bending Failure of Mild Steel Beams

1937 ◽  
Vol 1937 (61) ◽  
pp. 325-362
Author(s):  
Kazuo Terazawa
Keyword(s):  
Mild Steel ◽  
Steel Beams ◽  
Plastic Bending ◽  
Bending Failure

scholarly journals Steel Beams and their Plastic Bending-share Resistance

2019 ◽  
Vol 603 ◽  
pp. 052099
Author(s):  
Pavol Juhas ◽  
Ingrid Juhasova Senitkova
Keyword(s):  
Steel Beams ◽  
Plastic Bending

High-strain low-endurance fatigue behaviour of B.S.968-steel beams in reversed bending

1967 ◽  
Vol 2 (1) ◽  
pp. 28-33 ◽  
Author(s):  
B D Threlfall
Keyword(s):  
Mild Steel ◽  
High Strain ◽  
Fatigue Behaviour ◽  
High Yield ◽  
Steel Beams ◽  
Plastic Bending ◽  
General Similarity

Experiments in repeated reversed plastic bending on beams of high-yield steel to B.S. 968 are reported; the results are compared with similar previous work on beams of mild steel to B.S. 15. General similarity is noted, but an appreciably shorter life is found for high-yield-steel beams under similar proportions of their full plastic moments.

Engineering Approach for Predicting Fire Response of Restrained Steel Beams

2011 ◽  
Vol 137 (7) ◽  
pp. 447-461 ◽  
Author(s):  
Mahmud Dwaikat ◽  
Venkatesh Kodur
Keyword(s):  
Steel Beams ◽  
Fire Response ◽  
Engineering Approach

Study on shear performance of the connection with external stiffening ring between square steel tubular column and unequal-depth steel beams

2020 ◽  
pp. 136943322098166
Author(s):  
Shuhao Yin ◽  
Bin Rong ◽  
Lei Wang ◽  
Yiliang Sun ◽  
Wuchen Zhang ◽  
...  
Keyword(s):  
Failure Modes ◽  
Plastic Hinge ◽  
Steel Tube ◽  
Nonlinear Finite Element ◽  
Steel Beams ◽  
Finite Element Models ◽  
Test Results ◽  
Panel Zone ◽  
Load Paths ◽  
Shear Performance

This paper studies the shear performance of the connection with the external stiffening ring between the square steel tubular column and unequal-depth steel beams. Two specimens of interior column connections were tested under low cyclic loading. The deformation characteristics and failure modes exhibited by the test phenomena can be summarized as: (1) two specimens all exhibited shear deformation in steel tube web of the panel zone and (2) weld fracture in the panel zone and plastic hinge failure at beam end were observed. Besides, load-displacement behaviors and strain distributions have been also discussed. The nonlinear finite element models were developed to verify the test results. Comparative analyses of the bearing capacity, failure mode, and load-paths between the equal-depth and unequal-depth beam models have been carried out.

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