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Acta Alimentaria
Authors: A. Castro, C. Palhau, S. Cunha, S. Camarinha, J. Silva and P. Teixeira

.C. , Gonzélez-Hevia , M.A. , Bances , M. , Guerra , B. & Rodicio , M.R. ( 2012 ): Genotypes, exotoxin gene content, and antimicrobial resistance of Staphylococcus aureus strains recovered from foods and food handlers . Appl. Environ. Microb. , 78

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Mistéth E. Theory of sizing (in Hungarian), Akadémiai Kiadó Budapest 2001. Varga L. Safety of bearing resistance of spread foundation (in Hungarian), Mélyépítéstudományi Szemle , Vol. XV, No. 7, 1965, pp

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Acta Alimentaria
Authors: M.Y. Jiang, Z.R. Wang, K.W. Chen, J.Q. Kan, K.T. Wang, Zs. Zalán, F. Hegyi, K. Takács and M.Y. Du

, J.K. & Jiang , W.B. ( 2005 ): Induced resistance in Yali pear ( Pyrus bretschneideri Rehd.) fruit against infection by Penicillium expansum by postharvest infiltration of acibenzolar-S-methyl . J. Phytopathol. , 153 , 640 – 646

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environment and the development of pathogen resistance to some fungicides have grown dramatically in the last decade. Thus, there is an imperative need for natural substances to control postharvest diseases of fruits ( R ussell , 2006 ). Recently

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bending moment resistance of girders with corrugated web , Pollack Periodica , Vol. 10 , No. 2 , 2015 , pp. 35 – 44 . [4] Dallemulle M

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. & Vernet , G. ( 2006 ): Chitosan oligomers and copper sulfate induce grapevine defence reactions and resistance to gray mold and downy mildew . Phytopathology , 96 , 1188 – 1194

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Daly, C., Fitzgerald, G.F. & Davis, R. (1996): Biotechnology of lactic acid bacteria with special reference to bacteriophage resistance. Antonie van Leeuwenhoek , 70 , 99–110. Davis R

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. 1966 45 493 496 Bennett, P.M. (2008): Plasmid encoded antibiotic resistance: acquisition and transfer of

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resistance unrelated to heavy antimicrobial consumption . J. Infect. Dis., , 189 ( 7 ), 1291 – 1294 . Cheesbrough , M. ( 1994 ): Medical

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The topic of the paper is to investigate procedure to determine bending moment resistance of girders with corrugated webs. Concepts provided by Eurocode EN 1993-1-5 and EN 1999-1-1 are different and not very clear for practical design. To clarify determination of elastic critical bending moment, a finite element model of simply supported beam under uniform bending moment has been created. Positive influence of web corrugation on bending stiffness has been expressed through the improved factor c1 used for flat girders. Results of bending moment resistance have been compared to show the difference between the concepts and to provide more appropriate assessment.

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