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How are welds modeled in IDEA StatiCa?

 

The distribution of forces in a welded connection may be considered either elastic or plastic. An ideal elastic-plastic model is used and the plasticity state is controlled by the stress in the weld throat section. The weld resistance is reduced in connections to unstiffened flanges or in long joints due to concentrated stress. The plastic strain in a weld is limited to 5% as in the plate. The design resistance of the fillet weld is determined using the Directional method given in section 4.5.3.2 EN1993-1-8:2006.

The strain distribution in a welded connection of a beam to column joint is shown below. The joint is loaded by bending moment and shear force. The design resistance is governed by yielding in flange weld and limited by 5% of plastic strain.

 

yielding starts in the flange weld
Fd = 0.63 Rd
yielding starts in the web weld
Fd = 0.95 Rd
design resistance
MRd = 123 kNm, VRd = -123 kN

 

The effective width of an unstiffened beam-to-column joint is shown below. The stress is concentrated in an effective width while the weld resistance around the unstiffened parts is reduced. The stress distribution is shown for an open and a box or channel section.

 

I - section column

 

RHS - section column

 

The non-uniform distribution of the stress along its length and the influence of the weld length on the design resistance is shown below. The resistance of a long weld is reduced due to the stress concentration in weld edges.

 

Related articles and tutorials:

Verification - Fillet weld in beam to column joint

Equilibrium and supporting member

Weld size differences between EC and AISC (CISC) codes

What is the correct length of the weld?

 

Keywords:

CBFEM, connection, code-check, beam, weld, elastic-plastic model, plastic strain

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