Influence of friction and tensile resistance on the stability of masonry arches

Structural Analysis of Historic Construction: Preserving Safety and Significance - Proceedings of the 6th International Conference on Structural Analysis of Historic Construction, SAHC08

Volumn 2, Issue , 2008, Pages 1199-1206

  Smars, Pierre ^a  

^a NATIONAL YUNLIN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Taiwan)

Author keywords

[No Author keywords available]

Indexed keywords

FRICTION; MASONRY MATERIALS; PLASTICITY;

BLOCK MASONRY STRUCTURES; ELEMENTARY STRUCTURE; GLOBAL INFORMATIONS; LOCAL STABILITY; MASONRY ARCHES; SAFETY ASSESSMENTS; STABILITY DOMAINS; TENSILE RESISTANCE;

STRUCTURAL ANALYSIS;

EID: 78650869022     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/9781439828229.ch138     Document Type: Conference Paper

References (15)

1. Boothby, T. and C. Brown (1993). A general lower and upper bound theorem of static stability. Engineering structures 15(3), 189-196.
2. D'Ayala, D. and C. Casapulla (2001a). Limit state analysis of hemispherical domes with finite friction. In 3d international seminar on structural analysis of historic buildings, Portugal, pp. 617-626.
3. D'Ayala, D. and C. Casapulla (2001b). Lower-bound approach to the limit ananlysis of 3D vaulted block masonry structures. In V computer methods in structural masonry, pp. 28-36.
4. de Josselin de Jong, G. (1964). Lower bound collapse theorem and lack of normality of strainrate to yield surface for soils. In Proceedings of the IUTAM symposium on rheology and soil mechanics, Grenoble, pp. 69-75.
5. Drucker, D. (1954). Coulomb friction, plasticity, and limit loads. Journal of applied mathematics, 71-74.
6. Durand-Claye, A. (1867). Note sur la vérification de la stabil-ité des voûtes en maconnerie et sur l'emploi des courbes de pression. Annates des Fonts et Chaussées 13(I sem.), 63-93.
7. Durand-Claye, A. (1880). Vérification de la stabilité des voûtes et des arcs, applications aux voûtes sphériques. Annates des Fonts et Chaussées 19(I sem.), 416-440.
8. Heyman, J. (1966). The stone skeleton. International journal of solids and structures 2, 249-279.
9. Heyman, J. (1998). Structural analysis, a historical approach. Cambridge University Press.
10. Melbourne, C. and M. Gilbert (1998). The behaviour of multiring brickwork arch bridges. The structural engineer 73, 39-47.
11. Palmer, A. (1966). A limit theorem for materials with non-associated flows laws. Journal de mécanique 5(2), 217-222.
12. Radenkovic, D. (1961). Théorèmes limites pour un matériau de coulomb à dilatation non standardised. Comptes rendus hebdomadaires des seances de l'académie des sciences, 4103-4104.
13. Radenkovic, D. (1962). école polytechnique (Séminaire de plasticité), Chapter Théorie des charges limites, extension à la mécanique des sols, pp. 129-142.
14. Schueremans, L., P. Smars, and D. Van Gemert (2001). Safety of arches - a probabilistic approach. In P. Bischoff, J. Dawe, A. Schriver, and A. Valsangkar (Eds.), 9th Canadian masonry symposium (Spanning the Centuries with Masonry), New Brunswick, 4,5,6 June 2001.
15. Smars, P. (2000). Etudes sur la stabilité des arcs et voûtes, confrontation des méthodes de l'analyse limite aux voûtes gothiques en Brabant. Ph.D. thesis, K.U.Leuven.