scholarly journals Behaviour of Composite Beams Made Using High Strength Steel

Structures ◽  
2017 ◽  
Vol 12 ◽  
pp. 88-101 ◽  
Author(s):  
R. Shamass ◽  
K.A. Cashell
Keyword(s):  
High Strength Steel ◽  
High Strength ◽  
Composite Beams

Flexural behaviour of composite beams with high strength steel

2013 ◽  
Vol 56 ◽  
pp. 1130-1141 ◽  
Author(s):  
Huiyong Ban ◽  
Mark A. Bradford
Keyword(s):  
High Strength Steel ◽  
High Strength ◽  
Composite Beams ◽  
Flexural Behaviour

Static behavior of stud shear connectors in high-strength-steel–UHPC composite beams

2020 ◽  
Vol 218 ◽  
pp. 110827
Author(s):  
Lewei Tong ◽  
Luhua Chen ◽  
Ming Wen ◽  
Chen Xu
Keyword(s):  
High Strength Steel ◽  
High Strength ◽  
Composite Beams ◽  
Static Behavior ◽  
Shear Connectors

scholarly journals Flexural Behavior and Design of Concrete-filled U-shape Hybrid Composite Beams Fabricated from 570MPa High-strength Steel

2016 ◽  
Vol 28 (2) ◽  
pp. 109-120 ◽  
Author(s):  
Cheol Ho Lee ◽  
Hyun Joon So ◽  
Chang Hee Park ◽  
Chang Nam Lee ◽  
Seung Hwan Lee ◽  
...  
Keyword(s):  
Hybrid Composite ◽  
High Strength Steel ◽  
High Strength ◽  
Composite Beams ◽  
Flexural Behavior

The Experimental Study on Internal Force Redistribution of High Strength Steel-High Strength Concrete Continuous Composite Beam

2013 ◽  
Vol 859 ◽  
pp. 304-308
Author(s):  
Qi Yin Shi ◽  
Qiu Wei Meng
Keyword(s):  
High Strength Steel ◽  
High Strength Concrete ◽  
Composite Beam ◽  
High Strength ◽  
Internal Force ◽  
Composite Beams ◽  
Limiting State ◽  
Strength Concrete ◽  
Moment Redistribution ◽  
Load Tests

To study the internal force redistribution of high strength outer-plated steel-high strength concrete continuous composite beam, static load tests of two continuous composite beam specimens were conducted. The paper analyses the causes of internal force distribution of continuous composite beams. By using high strength steel and high strength concrete reasonably, plastic strain on sections of both the negative and positive maximum moment got fully developed at the load-bearing limiting state, and the continuous composite beams have sufficient plastic rotation ability and ductility to develop full moment redistribution.

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