Computer Nonlinear Analysis of the Formation and Development of Cracks in a Reinforced Concrete Slab Loaded by a Planar Uniform Load

Petr Tej; Vítězslav Vacek; Jiří Kolisko; Jindřich Čech

doi:10.4028/www.scientific.net/KEM.606.229

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Computer Nonlinear Analysis of the Formation and Development of Cracks in a Reinforced Concrete Slab Loaded by a Planar Uniform Load

Abstract:

The paper focuses on a computer nonlinear analysis of the formation and development of cracks in a concrete slab exposed to a uniform continuous load on the lower surface. The analysis is based on an actual example of the formation and development of cracks in a basement slab exposed to ground water buoyancy.

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Periodical:

Key Engineering Materials (Volume 606)

Pages:

229-232

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.606.229

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Online since:

March 2014

Authors:

Petr Tej*, Vítězslav Vacek, Jiří Kolisko, Jindřich Čech

Keywords:

Computer Simulation, Concrete, Crack

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References

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