A comprehensive assessment of curling effects in stainless steel bolted connections

Sobrinho, Kelvin de P.; Silva, André Tenchini da; Rodrigues, Monique C.; Henriques, José; Vellasco, P.C.G. da S.; Lima, Luciano Rodrigues Ornelas de

doi:10.1016/j.tws.2022.109387

Cited by 9 publications

(4 citation statements)

References 13 publications

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“…To calibrate the numerical models, Sobrinho et al [10] conducted the investigated tests. The calibration results will be presented subsequently.…”

Section: Figure 2 Stainless Steel Plate Geometrymentioning

confidence: 99%

“…Through this approach, calibration was achieved using a finite element mesh with an approximate size of 3 mm, comprising 3 elements along the plate thickness. The C3D8 element type [2] was employed, and a friction coefficient of 0.25 was defined for the tangential interaction [10].…”

Section: Numerical Modelmentioning

confidence: 99%

“…In the former arrangement, the adjacent plates prevent the critical one from the curling effects. Conversely, in the latter configuration, the outer plates are susceptible to the curling effect, depending on the employed geometric parameters [10]. Figure 2 illustrates the evaluated geometric parameters.…”

Section: Figure 1 Engineering Stress-strain Curvementioning

confidence: 99%

“…The examined connections have three plates interconnected by a single bolt. For this type of connection, current design standards and manuals provide excessively conservative predictions for the ultimate load [10].…”

Section: Introductionmentioning

confidence: 99%

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Bearing failure analysis in the design of bolted connections with austenitic stainless steel

Sobrinho,

da Silva,

Rodrigues

et al. 2023

ce papers

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The use of stainless steel in structures has been improved; nevertheless, the application of this material is not considered trivial by most designers, as there as still limited design codes providing specific rules. Current codes provide conservative approaches in certain cases, which do not corroborate with the objective of reducing the initial cost of projects incorporating stainless steel. In order to contribute to an adequate comprehension about the structural behavior of austenitic steel in bolted connections, a study was conducted regarding the influence of geometric parameters on the connections with a bolt under two shear planes, encompassing the evaluation of the phenomenon recognized as curling. Concerning to conclusions, it was observed that the geometric parameters e1, e2, d0, affects the curling effects, which has the potential to compromise the structural behavior of a thin‐plate connection if this deformation is greater than the thickness of the plate. Furthermore, the results provided by the equations employed in the design codes was assessed in this study, revealing an adequate prediction of the SCI in terms of the failure mode. However, both the manual and current codes exhibited conservative load for the investigated connections.

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“…To calibrate the numerical models, Sobrinho et al [10] conducted the investigated tests. The calibration results will be presented subsequently.…”

Section: Figure 2 Stainless Steel Plate Geometrymentioning

confidence: 99%

Section: Numerical Modelmentioning

confidence: 99%

Section: Figure 1 Engineering Stress-strain Curvementioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

See 2 more Smart Citations

Bearing failure analysis in the design of bolted connections with austenitic stainless steel

Sobrinho,

da Silva,

Rodrigues

et al. 2023

ce papers

Self Cite

View full text Add to dashboard Cite

show abstract

Investigation of Flexural Behaviour of Stainless Steel Channel Sections

de Lima,

Rodrigues,

Pereira

2024

ce papers

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In this paper, the design of austenitic stainless steel channel sections subjected to minor axis bending, specifically with tension in the web (“u” orientation) is analyzed. The values of moment resistance are predicted using Eurocode 3 criteria and the Continuous Strength Method (CSM), which are then compared with numerical models to assess effectiveness. The modeling is performed through ANSYS and calibrated with literature tests. It was found that Eurocode presents a considerable disparity in results, as well as an overly cautious response (on average, half the numerical load). The CSM reflects the performance more accurately but still with a certain level of conservatism (on average, around 35% lower).

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Theoretical investigation and design recommendations for the initial stiffness of Fe-SMA/steel bolted joints in shear

Qiang,

Shu,

Jiang

et al. 2024

Engineering Failure Analysis

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A comprehensive assessment of curling effects in stainless steel bolted connections

Cited by 9 publications

References 13 publications

Bearing failure analysis in the design of bolted connections with austenitic stainless steel

Bearing failure analysis in the design of bolted connections with austenitic stainless steel

Investigation of Flexural Behaviour of Stainless Steel Channel Sections

Theoretical investigation and design recommendations for the initial stiffness of Fe-SMA/steel bolted joints in shear

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