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Comparative study on fracture characteristics of carbon and stainless steel bolt material

Comparative study on fracture characteristics of carbon and stainless steel bolt material
Comparative study on fracture characteristics of carbon and stainless steel bolt material
Bolt fracture often limits the ultimate strength and deformation capacity of bolted connections and leads to overall joint failure. Therefore, the prediction of structural collapse under extreme loads necessitates the incorporation of a reliable fracture model that reflects the observed structural response of bolts. This paper reports a comprehensive experimental and numerical study into the structural behaviour, ductility and fracture characteristics of Grade A4–80 austenitic stainless steel bolts and carbon steel 8.8 bolts in tension, which are commonly used as fasteners in bolted connections. Tensile tests were performed on smooth material coupons machined from both bolt grades to obtain the material response. Thereafter, tensile tests were performed on notched specimens from both grades, allowing the fracture characteristics to be studied over a range of stress triaxialities and the development of an equation relating the plastic strain at fracture to the stress triaxiality. 2D axisymmetric and 3D advanced finite element models were calibrated against the experimental results and damage propagation parameters. The developed numerical models are shown to perfectly replicate the observed experimental behaviour of the tested bolt materials under predominantly tensile loading, including fracture. Both experimental and numerical results confirm the superior ductility of A4–80 bolts over their 8.8 counterparts.
bolts, ductility, fracture, High strength steel, numerical modelling, stainless steel, stress triaxiality, Ductility, Stress triaxiality, Bolts, Fracture, Numerical modelling, Stainless steel
0143-974X
Yapici, Orhan
f74887ee-9dd7-455a-afa9-b3d2c7e768bd
University, Birmingham
b2919184-ed3f-4ed5-b7e7-eb23e9a510b4
Theofanous, Marios
b2919184-ed3f-4ed5-b7e7-eb23e9a510b4
Yuan, Huanxin
60832ca0-e3b8-4215-820f-cd26f35af135
Afshan, Sheida
68dcdcac-c2aa-4c09-951c-da4992e72086
Skalomenos, Konstantinos
f7bfe356-dbcd-44bf-a83a-f68c9572106a
Yapici, Orhan
f74887ee-9dd7-455a-afa9-b3d2c7e768bd
University, Birmingham
b2919184-ed3f-4ed5-b7e7-eb23e9a510b4
Theofanous, Marios
b2919184-ed3f-4ed5-b7e7-eb23e9a510b4
Yuan, Huanxin
60832ca0-e3b8-4215-820f-cd26f35af135
Afshan, Sheida
68dcdcac-c2aa-4c09-951c-da4992e72086
Skalomenos, Konstantinos
f7bfe356-dbcd-44bf-a83a-f68c9572106a

Yapici, Orhan, University, Birmingham, Theofanous, Marios, Yuan, Huanxin, Afshan, Sheida and Skalomenos, Konstantinos (2023) Comparative study on fracture characteristics of carbon and stainless steel bolt material. Journal of Constructional Steel Research, 210, [108102]. (doi:10.1016/j.jcsr.2023.108102).

Record type: Article

Abstract

Bolt fracture often limits the ultimate strength and deformation capacity of bolted connections and leads to overall joint failure. Therefore, the prediction of structural collapse under extreme loads necessitates the incorporation of a reliable fracture model that reflects the observed structural response of bolts. This paper reports a comprehensive experimental and numerical study into the structural behaviour, ductility and fracture characteristics of Grade A4–80 austenitic stainless steel bolts and carbon steel 8.8 bolts in tension, which are commonly used as fasteners in bolted connections. Tensile tests were performed on smooth material coupons machined from both bolt grades to obtain the material response. Thereafter, tensile tests were performed on notched specimens from both grades, allowing the fracture characteristics to be studied over a range of stress triaxialities and the development of an equation relating the plastic strain at fracture to the stress triaxiality. 2D axisymmetric and 3D advanced finite element models were calibrated against the experimental results and damage propagation parameters. The developed numerical models are shown to perfectly replicate the observed experimental behaviour of the tested bolt materials under predominantly tensile loading, including fracture. Both experimental and numerical results confirm the superior ductility of A4–80 bolts over their 8.8 counterparts.

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More information

Accepted/In Press date: 15 June 2023
e-pub ahead of print date: 8 July 2023
Published date: 8 July 2023
Additional Information: Publisher Copyright: © 2023 Elsevier Ltd
Keywords: bolts, ductility, fracture, High strength steel, numerical modelling, stainless steel, stress triaxiality, Ductility, Stress triaxiality, Bolts, Fracture, Numerical modelling, Stainless steel

Identifiers

Local EPrints ID: 484823
URI: http://eprints.soton.ac.uk/id/eprint/484823
ISSN: 0143-974X
PURE UUID: 6e1a29a4-590f-4bb4-bbf4-033ae4c6b2dc
ORCID for Sheida Afshan: ORCID iD orcid.org/0000-0003-1048-2931

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Date deposited: 22 Nov 2023 17:43
Last modified: 17 Mar 2024 03:56

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Contributors

Author: Orhan Yapici
Author: Birmingham University
Author: Marios Theofanous
Author: Huanxin Yuan
Author: Sheida Afshan ORCID iD
Author: Konstantinos Skalomenos

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