Verk­efn­ið er í vinnslu, áætl­uð skil eru 19. des­em­ber 2026.

This project tackles the critical need to enhance our understanding and modeling of heat-induced spalling in concrete structures exposed to fire. Although concrete generally performs well under moderate fire, high temperatures can cause severe spalling, compromising structural resilience and increasing repair requirements. Integrating a spalling model into finite element analysis will allow for improved simulation of structural response and advanced fire-resilient concrete design.