18
Lattice modeling of cover cracking due to reinforcement corrosion Branko Šavija, Mladena Luković, Erik Schlangen

Presentation_Branko_Nanjing

Embed Size (px)

Citation preview

Page 1: Presentation_Branko_Nanjing

Lattice modeling of cover cracking due to reinforcement corrosion

Branko Šavija, Mladena Luković, Erik Schlangen

Page 2: Presentation_Branko_Nanjing

Lattice modeling of cover cracking due to reinforcement corrosion

Consec13, Nanjing

Content:

•Aim of the research

•Lattice model

•Corrosion induced cracking

•Conclusions

Page 3: Presentation_Branko_Nanjing

Lattice modeling of cover cracking due to reinforcement corrosion

Consec13, Nanjing

Why study corrosion induced cracking?

• Corrosion of reinforcement causes:(1)Loss of steel cross-section(2)Loss of bond between steel and concrete(3)Change in ductility of steel (more brittle)(4)Change in failure mode for beams (from shear to

bond failure)Serious problems preceded bycracking of the concrete cover!

Page 4: Presentation_Branko_Nanjing

Lattice modeling of cover cracking due to reinforcement corrosion

Consec13, Nanjing

Research goal:

• Model corrosion induced cracking using Delft lattice model

• Study the influence of concrete meso-structure on the cracking

• Study the influence of stress-release mechanisms

• Study the influence of pitting corrosion

Page 5: Presentation_Branko_Nanjing

Lattice modeling of cover cracking due to reinforcement corrosion

Consec13, Nanjing

Content:

•Aim of the research

•Lattice model

•Corrosion induced cracking

•Conclusions

Page 6: Presentation_Branko_Nanjing

Lattice modeling of cover cracking due to reinforcement corrosion

Consec13, Nanjing

Lattice models in fracture mechanics

Modelling of concrete fracture- set of beam/truss elements!

(Schlangen (1993)) (Schlangen & Qian (2009))

(Schlangen and Garboczi (1997))

Page 7: Presentation_Branko_Nanjing

Lattice modeling of cover cracking due to reinforcement corrosion

Consec13, Nanjing

Lattice models in fracture mechanics

Some uses of the model:

ASR (Anaç et al.) Autogeneous shrinkage (Luković et al.)

Page 8: Presentation_Branko_Nanjing

Lattice modeling of cover cracking due to reinforcement corrosion

Consec13, Nanjing

Content:

•Aim of the research

•Lattice models

•Corrosion induced cracking

•Conclusions

Page 9: Presentation_Branko_Nanjing

Lattice modeling of cover cracking due to reinforcement corrosion

Consec13, Nanjing

Corrosion induced cracking

• Corrosion products “migrate” into pores around the steel and open cracks

• Needs to be taken into account in the model!

Page 10: Presentation_Branko_Nanjing

Lattice modeling of cover cracking due to reinforcement corrosion

Consec13, Nanjing

Uniform corrosion:

The pressure is a function of:•Bar radius•Steel loss•Migration of corrosion products•Corrosion product density•Young modulus of corrosion products

Not precisely quantified!

Cracking pressure is a function:•Rebar position•Concrete (local) mechanical properties

Page 11: Presentation_Branko_Nanjing

Lattice modeling of cover cracking due to reinforcement corrosion

Consec13, Nanjing

Uniform corrosion

Concrete as a heterogeneous materialAnm material model (Qian 2012)

Andrade et al. (1993)

Page 12: Presentation_Branko_Nanjing

Lattice modeling of cover cracking due to reinforcement corrosion

Consec13, Nanjing

Uniform corrosion

Influence of the porous zone (PZ) existence on the cracking time (geometry 1)

Influence of the penetration of rust into open cracks (geometry 1)

Delays the onset of damage!

Influences crack propagation kinetics!

Page 13: Presentation_Branko_Nanjing

Lattice modeling of cover cracking due to reinforcement corrosion

Consec13, Nanjing

Uniform corrosion

Page 14: Presentation_Branko_Nanjing

Lattice modeling of cover cracking due to reinforcement corrosion

Consec13, Nanjing

Pitting corrosion

• Caused by Cl penetration• Non-uniform pressure

exerted• Different cracking

behaviouor

Jang and Oh (2010)

Page 15: Presentation_Branko_Nanjing

Lattice modeling of cover cracking due to reinforcement corrosion

Consec13, Nanjing

Pitting corrosion

4 8 Uniform

More: Šavija et al. (2013), Constr Build Mater 44, pp.626-638

Page 16: Presentation_Branko_Nanjing

Lattice modeling of cover cracking due to reinforcement corrosion

Consec13, Nanjing

Content:

•Aim of the research

•Lattice models

•Corrosion induced cracking

•Conclusions

Page 17: Presentation_Branko_Nanjing

Lattice modeling of cover cracking due to reinforcement corrosion

Consec13, Nanjing

Conclusions• Corrosion induced cracking can be simulated

using the Delft lattice model• Cracking patterns are influenced by concrete

material structure• Crack initiation is influenced by the porous

layer around the steel• Crack propagation is influenced by penetration

of corrosion products into open cracks• Pitting corrosion causes more large cracks

compared to uniform corrosionExperiments to study the porous layer, corrosion product migration, and rust properties are being performed by many researchers!

Page 18: Presentation_Branko_Nanjing

Lattice modeling of cover cracking due to reinforcement corrosion

Consec13, Nanjing

See our latest results at: http://microlab-m3c4.blogspot.com/Contact: [email protected]

Thank You very much for Your attention!