Designing Bolt Fixed Laminated Glass with Stress Concentration Factors

Research output: Contribution to journal › Article

Standard

Designing Bolt Fixed Laminated Glass with Stress Concentration Factors. / Fröling, Maria; Persson, Kent.

In: Structural Engineering International, Vol. 23, No. 1, 2013, p. 55-60.

Research output: Contribution to journal › Article

Harvard

Fröling, M & Persson, K 2013, 'Designing Bolt Fixed Laminated Glass with Stress Concentration Factors', Structural Engineering International, vol. 23, no. 1, pp. 55-60. https://doi.org/10.2749/101686613X13363929988656

APA

Fröling, M., & Persson, K. (2013). Designing Bolt Fixed Laminated Glass with Stress Concentration Factors. Structural Engineering International, 23(1), 55-60. https://doi.org/10.2749/101686613X13363929988656

CBE

Fröling M, Persson K. 2013. Designing Bolt Fixed Laminated Glass with Stress Concentration Factors. Structural Engineering International. 23(1):55-60. https://doi.org/10.2749/101686613X13363929988656

MLA

Fröling, Maria and Kent Persson. "Designing Bolt Fixed Laminated Glass with Stress Concentration Factors". Structural Engineering International. 2013, 23(1). 55-60. https://doi.org/10.2749/101686613X13363929988656

Vancouver

Fröling M, Persson K. Designing Bolt Fixed Laminated Glass with Stress Concentration Factors. Structural Engineering International. 2013;23(1):55-60. https://doi.org/10.2749/101686613X13363929988656

Author

Fröling, Maria ; Persson, Kent. / Designing Bolt Fixed Laminated Glass with Stress Concentration Factors. In: Structural Engineering International. 2013 ; Vol. 23, No. 1. pp. 55-60.

RIS

TY - JOUR

T1 - Designing Bolt Fixed Laminated Glass with Stress Concentration Factors

AU - Fröling, Maria

AU - Persson, Kent

PY - 2013

Y1 - 2013

N2 - Abstract in Undetermined general method for determining stress concentration factors for laminated glass balustrades with two plus two bolt fixings with variable positions is developed. It is demonstrated how the stress concentration factors can be presented graphically in design charts and representative charts are displayed for the case of a more specific bolt-fixed balustrade type. In general, the use of simple formulas and design charts allows the maximum principal stresses of the balustrade to be determined for any relevant combination of variable geometry parameters involved.

AB - Abstract in Undetermined general method for determining stress concentration factors for laminated glass balustrades with two plus two bolt fixings with variable positions is developed. It is demonstrated how the stress concentration factors can be presented graphically in design charts and representative charts are displayed for the case of a more specific bolt-fixed balustrade type. In general, the use of simple formulas and design charts allows the maximum principal stresses of the balustrade to be determined for any relevant combination of variable geometry parameters involved.

KW - Glass

KW - Bolts

KW - Stress Concentration

KW - Structural Design

KW - Design Chart

U2 - 10.2749/101686613X13363929988656

DO - 10.2749/101686613X13363929988656

M3 - Article

VL - 23

SP - 55

EP - 60

JO - Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE)

JF - Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE)

SN - 1683-0350

IS - 1

ER -