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Information Journal Paper

Title

INVESTIGATION INTO THE STABILITY OF PLATE GIRDERS WITH DIAGONAL STIFFENERS

Pages

  45-53

Abstract

 In this research, web STABILITY of PLATE GIRDERS with DIAGONAL STIFFENERS has been studied. For theorical study of STABILITY of PLATE GIRDERS with DIAGONAL STIFFENERS same rules have been employed which are implied in studying the web STABILITY of PLATE GIRDERS with vertical stiffeners. For obtaining the BUCKLING factor k, Lusas software has been used. With regard to obtained formulas and tests results, it has been found that where DIAGONAL STIFFENERS are used, the shear post-buckling strength of web which in turn is a result of the existing tension field action is higher than the case where vertical stiffeners are used. Thus by using DIAGONAL STIFFENERS, the thickness of plate girder's web can be reduced which will cause economy. It should be noted that in this case, the force in DIAGONAL STIFFENERS will be higher than that of vertical stiffeners, but the increase in weight of stiffeners is less than decrease of the weight of web plate due to employment of DIAGONAL STIFFENERS.

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  • Cite

    APA: Copy

    SIMOUNIAN, V., & NASERI TAKMEH DASH, M.. (2000). INVESTIGATION INTO THE STABILITY OF PLATE GIRDERS WITH DIAGONAL STIFFENERS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), -(25), 45-53. SID. https://sid.ir/paper/43816/en

    Vancouver: Copy

    SIMOUNIAN V., NASERI TAKMEH DASH M.. INVESTIGATION INTO THE STABILITY OF PLATE GIRDERS WITH DIAGONAL STIFFENERS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2000;-(25):45-53. Available from: https://sid.ir/paper/43816/en

    IEEE: Copy

    V. SIMOUNIAN, and M. NASERI TAKMEH DASH, “INVESTIGATION INTO THE STABILITY OF PLATE GIRDERS WITH DIAGONAL STIFFENERS,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), vol. -, no. 25, pp. 45–53, 2000, [Online]. Available: https://sid.ir/paper/43816/en

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