# Second Order Nonlinear Inelastic Analysis of Composite Steel-Concrete Members. II: Applications

@inproceedings{Pi2006SecondON, title={Second Order Nonlinear Inelastic Analysis of Composite Steel-Concrete Members. II: Applications}, author={Yong-Lin Pi and M. A. Bradford and Brian Uy}, year={2006} }

In the companion paper, a total Lagrangian finite element (FE) model was formulated for the second order nonlinear inelastic analysis of steel–concrete composite members. This paper describes the implementation of the incremental–iterative procedure for the FE model. It has been found that using the standard tangent modulus matrix in an incremental–iterative solution procedure may cause error accumulations. These errors in turn lead to an unsafe drift from the yield surfaces, and the yield… CONTINUE READING

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## Nonlinear Elastic-Plastic Analysis of Composite Members of High-Strength Steel and Geopolymer Concrete

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VIEW 3 EXCERPTS

CITES METHODS & BACKGROUND

## Finite element modelling of composite beams with full and partial shear connection

VIEW 2 EXCERPTS

CITES BACKGROUND

#### References

##### Publications referenced by this paper.

SHOWING 1-10 OF 13 REFERENCES

## Snap‐through and snap‐back response in concrete structures and the dangers of under‐integration

VIEW 1 EXCERPT

HIGHLY INFLUENTIAL

## Concrete filled steel tubular columns

VIEW 3 EXCERPTS

HIGHLY INFLUENTIAL

## Axial load behaviour of stiffened concretefilled steel columns.

## Experiments on composite beams at service loads

VIEW 1 EXCERPT

## EXPERIMENTS ON CONTINUOUS COMPOSITE BEAMS.

VIEW 2 EXCERPTS