ANALYTICAL FORCE-DISPLACEMENT RELATIONS FOR BOLTED CONNECTIONS COMPONENTS

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HOSSEINZADEH Y.; BEHRAVESH A.A.D.

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Journal: JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ) Year:2004 | Volume:29 | Issue:3 (33) Civil Engineering Page(s): 11-21

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Information Journal Paper

Title

ANALYTICAL FORCE-DISPLACEMENT RELATIONS FOR BOLTED CONNECTIONS COMPONENTS

Author(s)

HOSSEINZADEH Y. | | BEHRAVESH A.A.D. | Issue Writer Certificate

Keywords

BOLTED CONNECTIONSQ2

CONNECTIONS COMPONENTSQ2

CONTACT PROBLEM MODELINGQ2

SLIPBEARING MODELQ2

FINITE ELEMENT MODEL OF CONNECTIONS COMPONENTSQ2

Abstract

A finite element model is constructed to simulate the behavior of bolted-angle beam-to-column CONNECTIONS COMPONENTS. The material and geometric non-linearity and contact problem are considered in this model. For tracing nonlinear behavior of the component after slip, a simple slip-bearing model is proposed for contact between the bolt shank and hole. The comparison between computed values and laboratory test results permits the effectiveness and degree of accuracy of the proposed [mite element models to be evaluated. A parametric study was carried out to derive force-displacement relations for CONNECTIONS COMPONENTS.

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APA: Copy

HOSSEINZADEH, Y., BEHRAVESH, A.A.D.. (2004). ANALYTICAL FORCE-DISPLACEMENT RELATIONS FOR BOLTED CONNECTIONS COMPONENTS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), 29(3 (33) Civil Engineering), 11-21. SID. https://sid.ir/paper/43833/en

Vancouver: Copy

HOSSEINZADEH Y., BEHRAVESH A.A.D.. ANALYTICAL FORCE-DISPLACEMENT RELATIONS FOR BOLTED CONNECTIONS COMPONENTS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2004;29(3 (33) Civil Engineering):11-21. Available from: https://sid.ir/paper/43833/en

IEEE: Copy

Y. HOSSEINZADEH, A.A.D. BEHRAVESH, “ANALYTICAL FORCE-DISPLACEMENT RELATIONS FOR BOLTED CONNECTIONS COMPONENTS,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), vol. 29, no. 3 (33) Civil Engineering, pp. 11–21, 2004, [Online]. Available: https://sid.ir/paper/43833/en

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