Impact Resistance of Steel Fibre Reinforced Thin-Walled Shell Structures

Stanislav Rehacek; Petr Huňka; David Citek; Ivo Šimúnek

doi:10.4028/www.scientific.net/AMR.1000.203

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1000Impact Resistance of Steel Fibre Reinforced...

Impact Resistance of Steel Fibre Reinforced Thin-Walled Shell Structures

Abstract:

Fibre-reinforced composite materials are becoming important in many areas of technological application. In addition to the static load, such structures may be stressed with short-term dynamic loads or even dynamic impact loads during their lifespan. Dynamic effects can be significant especially for thin-walled shell structures and barrier constructions. Impact loading of construction components produces a complex process, where both the characteristics of the design itself and the material parameters influence the resultant behavior. It is clear that reinforced concrete with fibers has a positive impact on increasing the resistance to impact loads. Results of impact load tests carried out on drop-weight test machine are presented in this paper. The results are supplemented by static modulus of elasticity.

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Periodical:

Advanced Materials Research (Volume 1000)

Pages:

203-206

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1000.203

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Online since:

August 2014

Authors:

Stanislav Rehacek*, Petr Huňka, David Citek, Ivo Šimúnek

Keywords:

Concrete, Drop-Weight Test, Impact Load Test, Specimen, Steel Fibres

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References

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