Efficient Bolt Optimal Boundary Condition using the No-bolt Finite Element Model

This paper proposes an enhanced no-bolt modeling approach as an alternative to conventional finite element method (FEM) modeling using solid elements. The proposed model retains the accuracy of solid bolt models while significantly reducing computational cost. To validate this approach, we fastened two aluminum plates using eight bolts and measured the contact pressure between the plates using force sensors. Finite element models - including a solid bolt model, a beam model, and a no-bolt model - were developed in ANSYS and compared with experimental results to reaffirm the accuracy of the solid bolt model. Building upon this, an improved FEM analysis process and boundary conditions were applied to the conventional no-bolt model, resulting in an efficient bolted joint model that achieves fast computation with minimal error compared to the solid model. The results demonstrate the potential applicability of the proposed approach to large-scale and defense-related structures requiring multiple bolted joints. This method is expected to offer high efficiency and practical value in future analyses.

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Publication Details

Journal
Transactions of the Korean Society for Noise and Vibration Engineering
Published
2025-06-20
DOI
https://doi.org/10.5050/ksnve.2025.35.3.326
Primary Topic
Engineering Structural Analysis Methods
Type
article
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article

Efficient Bolt Optimal Boundary Condition using the No-bolt Finite Element Model

J. Park, Min‐Jae Jeong, Hoein Jeong, Jiaqi Yang et al.
Transactions of the Korean Society for Noise and Vibration Engineering
Engineering Structural Analysis Methods
article

Efficient Bolt Optimal Boundary Condition using the No-bolt Finite Element Model

J. Park, Min‐Jae Jeong, Hoein Jeong, Jiaqi Yang, Kyoung‐Su Park, Sungjun Lim, Kwang-Hee Kang
article en

Abstract

This paper proposes an enhanced no-bolt modeling approach as an alternative to conventional finite element method (FEM) modeling using solid elements. The proposed model retains the accuracy of solid bolt models while significantly reducing computational cost. To validate this approach, we fastened two aluminum plates using eight bolts and measured the contact pressure between the plates using force sensors. Finite element models - including a solid bolt model, a beam model, and a no-bolt model - were developed in ANSYS and compared with experimental results to reaffirm the accuracy of the solid bolt model. Building upon this, an improved FEM analysis process and boundary conditions were applied to the conventional no-bolt model, resulting in an efficient bolted joint model that achieves fast computation with minimal error compared to the solid model. The results demonstrate the potential applicability of the proposed approach to large-scale and defense-related structures requiring multiple bolted joints. This method is expected to offer high efficiency and practical value in future analyses.

Transactions of the Korean Society for Noise and Vibration EngineeringVol. 35(3)
Openalex Percentile: Top 86%
Engineering Structural Analysis Methods
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