Round Timber Bolted Joints with Mechanical Reinforcement

Kristýna Klajmonová; Antonín Lokaj

doi:10.4028/www.scientific.net/AMR.838-841.629

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Finite Element Analysis on Lateral Deformation of Foundation Pit Influenced by Prestress of Fish-Bellied Beam Support
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Round Timber Bolted Joints with Mechanical Reinforcement
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Study on Three-Point Bending Numerical Tests of CFRP Reinforced Concrete Beam with Initial Crack
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Round Timber Bolted Joints with Mechanical...

Round Timber Bolted Joints with Mechanical Reinforcement

Abstract:

This paper presents the results of static tests of round timber bolted joints with inserted steel plates. All round timber joints static tests in tension were carried out on pressure machine EU 100 in laboratory of the Faculty of Civil Engineering VŠB-TU Ostrava. At first, timber specimens were tested without reinforcement. Based on these results, mechanical reinforcement methods were proposed: using modified washers and boost with screws. These samples were also tested. Rate of improvement in tensile strength was established for used reinforcement method.

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Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

629-633

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.629

Citation:

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Online since:

November 2013

Authors:

Kristýna Klajmonová*, Antonín Lokaj

Keywords:

Bolt, Carrying Capacity, Joint, Reinforcement, Round Timber, Static

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References

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