A new computational framework for the minimum thrust analysis of axisymmetric masonry domes
•The limit analysis of axisymmetric masonry domes under their self-weight is addressed.•An arbitrary meridional stereotomy can be accounted for in the analysis.•Lunar-slices and membrane formulations applied to masonry domes are special cases of the present formulation.•A robust and effective numeri...
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| Published in | Engineering structures Vol. 234; p. 111962 |
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| Main Authors | , |
| Format | Journal Article |
| Language | English |
| Published |
Kidlington
Elsevier Ltd
01.05.2021
Elsevier BV |
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| Online Access | Get full text |
| ISSN | 0141-0296 1873-7323 |
| DOI | 10.1016/j.engstruct.2021.111962 |
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| Abstract | •The limit analysis of axisymmetric masonry domes under their self-weight is addressed.•An arbitrary meridional stereotomy can be accounted for in the analysis.•Lunar-slices and membrane formulations applied to masonry domes are special cases of the present formulation.•A robust and effective numerical scheme is proposed for assessing the dome stability.•The merit of the proposed approach is shown by parametric analyses and application to a real structure.
An original computational framework is presented for the minimum thrust analysis of axisymmetric masonry domes with arbitrary meridian curve, subject to their self-weight. The formulation is characterized by the ability to account for an arbitrary meridional stereotomy, which is reflected in the exact treatment of the dome self-weight and in the representation of the stress resultants. The classical equilibrium equations of axisymmetric shells are resorted to for formulating the equilibrium of the dome as that of its mid-surface, and the admissibility conditions on the stress resultants are consequently stated. The proposed formulation is proven to provide a unitary framework in which competing formulations for masonry domes available in the literature, classified as lunar-slices and membrane formulations, can be derived as particular cases. Furthermore, it fosters an extremely efficient and robust computational approach, which amounts to the solution of a straightforward Linear Programming problem. Numerical results are discussed, as parametric analyses of ogival domes with normal or vertical meridional stereotomies, and of domes with superellipse meridian curve, at varying of the rise-to-midspan ratio and of the shape exponent. Finally, the merit of the proposed procedure is shown in application to a real case. |
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| AbstractList | An original computational framework is presented for the minimum thrust analysis of axisymmetric masonry domes with arbitrary meridian curve, subject to their self-weight. The formulation is characterized by the ability to account for an arbitrary meridional stereotomy, which is reflected in the exact treatment of the dome self-weight and in the representation of the stress resultants. The classical equilibrium equations of axisymmetric shells are resorted to for formulating the equilibrium of the dome as that of its mid-surface, and the admissibility conditions on the stress resultants are consequently stated. The proposed formulation is proven to provide a unitary framework in which competing formulations for masonry domes available in the literature, classified as lunar-slices and membrane formulations, can be derived as particular cases. Furthermore, it fosters an extremely efficient and robust computational approach, which amounts to the solution of a straightforward Linear Programming problem. Numerical results are discussed, as parametric analyses of ogival domes with normal or vertical meridional stereotomies, and of domes with superellipse meridian curve, at varying of the rise-to-midspan ratio and of the shape exponent. Finally, the merit of the proposed procedure is shown in application to a real case. •The limit analysis of axisymmetric masonry domes under their self-weight is addressed.•An arbitrary meridional stereotomy can be accounted for in the analysis.•Lunar-slices and membrane formulations applied to masonry domes are special cases of the present formulation.•A robust and effective numerical scheme is proposed for assessing the dome stability.•The merit of the proposed approach is shown by parametric analyses and application to a real structure. An original computational framework is presented for the minimum thrust analysis of axisymmetric masonry domes with arbitrary meridian curve, subject to their self-weight. The formulation is characterized by the ability to account for an arbitrary meridional stereotomy, which is reflected in the exact treatment of the dome self-weight and in the representation of the stress resultants. The classical equilibrium equations of axisymmetric shells are resorted to for formulating the equilibrium of the dome as that of its mid-surface, and the admissibility conditions on the stress resultants are consequently stated. The proposed formulation is proven to provide a unitary framework in which competing formulations for masonry domes available in the literature, classified as lunar-slices and membrane formulations, can be derived as particular cases. Furthermore, it fosters an extremely efficient and robust computational approach, which amounts to the solution of a straightforward Linear Programming problem. Numerical results are discussed, as parametric analyses of ogival domes with normal or vertical meridional stereotomies, and of domes with superellipse meridian curve, at varying of the rise-to-midspan ratio and of the shape exponent. Finally, the merit of the proposed procedure is shown in application to a real case. |
| ArticleNumber | 111962 |
| Author | Nodargi, N.A. Bisegna, P. |
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| Snippet | •The limit analysis of axisymmetric masonry domes under their self-weight is addressed.•An arbitrary meridional stereotomy can be accounted for in the... An original computational framework is presented for the minimum thrust analysis of axisymmetric masonry domes with arbitrary meridian curve, subject to their... |
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| SubjectTerms | Computer applications Dome Domes (structural forms) Equilibrium equations Limit analysis Linear programming Masonry Resultants Robustness (mathematics) Shell Stereotomy Thrust surface Weight |
| Title | A new computational framework for the minimum thrust analysis of axisymmetric masonry domes |
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