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Information Journal Paper

Title

BEHAVIOR OF THE BOLTED BEAM-COLUMN CONNECTIONS UNDER BLAST

Pages

  93-101

Abstract

 Considering PASSIVE DEFENSE in construction and rehabilitation of military and residential structures is a proper method for BLAST-induced damage mitigation. In this paper, the behavior of end plate bolted connections under BLAST is studied. To assure the accuracy of finite element models, verification is carried out using the results of an experimental test. NONLINEAR DYNAMIC ANALYSIS is carried out considering high strain rate effects. A 5-story structure is designed according to the national steel structures code using ETABS and one of the first storey connections is studied under BLAST load using NONLINEAR DYNAMIC ANALYSIS in ABAQUS considering the effects of high strain rates. The results show that the beam experiences significant torsion. Moreover, the critical area in moment connection is the area adjacent to lower bolt holes as well as the area between end plate and lower beam flange. It is also observed that the use of small bolts in higher number provides more desirable response in BLAST loading.

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  • Cite

    APA: Copy

    SADRNEJAD, S.A., & ZIAEI, M.. (2013). BEHAVIOR OF THE BOLTED BEAM-COLUMN CONNECTIONS UNDER BLAST. (JOURNAL OF ADVANCED DEFENCE SCIENCE AND TECHNOLOGY) JOURNAL OF PASSIVE DEFENCE SCIENCE AND TECHNOLOGY, 4(2 (12)), 93-101. SID. https://sid.ir/paper/167358/en

    Vancouver: Copy

    SADRNEJAD S.A., ZIAEI M.. BEHAVIOR OF THE BOLTED BEAM-COLUMN CONNECTIONS UNDER BLAST. (JOURNAL OF ADVANCED DEFENCE SCIENCE AND TECHNOLOGY) JOURNAL OF PASSIVE DEFENCE SCIENCE AND TECHNOLOGY[Internet]. 2013;4(2 (12)):93-101. Available from: https://sid.ir/paper/167358/en

    IEEE: Copy

    S.A. SADRNEJAD, and M. ZIAEI, “BEHAVIOR OF THE BOLTED BEAM-COLUMN CONNECTIONS UNDER BLAST,” (JOURNAL OF ADVANCED DEFENCE SCIENCE AND TECHNOLOGY) JOURNAL OF PASSIVE DEFENCE SCIENCE AND TECHNOLOGY, vol. 4, no. 2 (12), pp. 93–101, 2013, [Online]. Available: https://sid.ir/paper/167358/en

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