FE modelling of the flexural behaviour of square and rectangular steel tubes filled with normal and high strength concrete

2017 ◽  
Vol 119 ◽  
pp. 470-481 ◽  
Author(s):  
Muhammad Faisal Javed ◽  
N.H. Ramli Sulong ◽  
Shazim Ali Memon ◽  
Sardar Kashif Ur Rehman ◽  
Niaz Bahadur Khan
Keyword(s):  
High Strength Concrete ◽  
High Strength ◽  
Flexural Behaviour ◽  
Fe Modelling ◽  
Steel Tubes ◽  
Strength Concrete

Beam-column behaviour of steel tubes filled with high strength concrete

1994 ◽  
Vol 21 (2) ◽  
pp. 207-218 ◽  
Author(s):  
Helmut G. L. Prion ◽  
Jens Boehme
Keyword(s):  
Cyclic Loading ◽  
High Strength Concrete ◽  
High Strength ◽  
Test Results ◽  
Loading Test ◽  
Steel Tubes ◽  
Strength Concrete ◽  
Main Emphasis ◽  
Thin Steel ◽  
Current Code

The results of an investigation into the behaviour of thin-walled steel tubes filled with high strength concrete are presented. The main emphasis is placed on the level of ductility that can be achieved, considering the fact that neither high strength concrete nor thin steel tubes are individually able to absorb significant amounts of energy under cyclic loading. Results of 26 tests on specimens with a diameter of 152 mm and a wall thickness of 1.7 mm, filled with concrete of characteristic compressive strength ranging between 73 and 92 MPa, are reported. Load combinations on the specimens range from pure axial compression, through various combinations of axial load and bending, to pure bending. Three specimens were subjected to cyclic loading. Test results are compared with design models that are used in current code specifications. Key words: steel tubes, concrete, composite, beam-column, beam, column, experimental.

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