Published research

Column panel-zone capacity.

Understand how column geometry and axial force influence joint shear capacity.

Supplied column panel-zone representation from the collaborative mechanics research.

Role: Co-author
Period: 2016–2020
Methods: Nonlinear FE · Mechanics models
Status: Published research

Decision supported

Assess panel-zone shear mechanisms for alternative column geometries and axial loading.

Engineering record

Scope, method and evidence.

Three collaborative journal papers support the modelling scope. Applicability depends on the studied column forms and loading; this is not a commercial design approval.

01Engineering question

Understand how column geometry and axial force influence joint shear capacity.

Context: Structural steel.

02Role and documented scope

Co-author

03Methods and evidence

Three papers investigate panel-zone shear using mechanics and nonlinear FE, including alternative column forms and the effect of axial force. These are collaborative model studies. Their engineering use is to inform joint idealisation and identify relevant mechanisms within the studied configurations.

Supplied research files support the scope shown. Authorship is distinguished from personal ownership of every dataset, test or model; an interface is not proof of current deployment.

04Interpretation and limitations

No universal accuracy, engineering approval or field benefit is inferred from a selected output. Model domains and independent checks must be established for a new assignment.

Research supporting this project