Experimental scale model study of cracking in brick masonry under tensile and shear stress;Estudio experimental de la fisuraciön de la fâbrica de ladrillo bajo solicitaciones de tracciön y cortante en modelos reducidos

Materiales de Construccion

Volumn 58, Issue 291, 2008, Pages 69-83

  Pozo, E Reyes ^a   Calzada, M J Casati ^a   Ruiz, J G C Gálvez ^a  

^a UNIVERSIDAD POLITÉCNICA DE MADRID   (Spain)

Author keywords

Brick masonry; Cracking; Mechanical properties; Shear; Tensile stress

Indexed keywords

BRICK MASONRY; COMPRESSION STRESS; FAILURE BEHAVIOUR; MASONRY WALLS; NOTCHED SPECIMENS; SCALE MODELING STUDY; STRETCHER BONDS; THREE-POINT BENDING SPECIMENS;

CRACK INITIATION; CRACKS; MECHANICAL PROPERTIES; SHEAR STRESS; SHEARING; STRESS ANALYSIS; TENSILE STRESS; WALLS (STRUCTURAL PARTITIONS);

BRICK;

EID: 54249156116     PISSN: 04652746     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (14)

1. Reyes, E.: Rotura de la fábrica de ladrillo bajo solicitaciones de tracción y cortante, Tesis Doctoral, Universidad de Castilla La Mancha (2004).
2. Lorenço, P. J.: Computational strategies for masonry structures, Ph.D. Thesis, 211 pp., Delft, The Netherlans (1996).
3. Lorenço, P. J., Rots, J., Blaauwendraad, J.: "Continuum model for masonry: parameter estimation and validation". ASCE J. Struct. Eng., Vol. 124 (1986), pp. 642-652.
4. Jukes, P., Riddintong, J. R.: "The failure of brick triplet test specimens". Masonry International, Vol. 15, no1 (2001), pp. 30-33.
5. Bosiljkov, V., Zarnic, R., Kralj, V., Pande, G.N.: Experimentally-Based Computational Modelling of Masonry, Computer Methods in Structural Masonry-4, pp. 103-110, E&FN Spon, New York (1998).
6. Rolando, A.: "Resistencia característica a compresión de una fábrica de ladrillo en funciôn de la resistencia de sus componentes. Comprobación experimental de expresiones analíticas de la normativa europea". Mater. Construcc., vol. 56 (2006), pp. 91-98.
7. Casati, M. J., Reyes, E, Gálvez, J. C.: "Resultados experimentales de la fractura en modo mixto de fábrica". Anales Mecánica de la Fractura, Vol. 19 (2002), pp. 399-404.
8. Pluijm, R. van der: Out of plane bending of masonry behaviour and strength, Ph.D. Thesis, 259 pp., Delft, The Netherlands, (1999).
9. Guinea, G. V., Hussein, G., Bices, M., Ranas, J.: "Micromechanical modelling of brick-masonry fracture". Cem. Conor. Res., Vol. 30 (2000), pp. 731-737. http://dx.doi.org/10.1016/30008-8846(00)00228-3
10. Gálvez, J. C., Elices, M., Cendón, D. A.: "Fracture of double-edge notched specimens under compression loading". In Construction Materials: Theory and Application, pp. 95-105, Stuttgart: Ibidem-Verlag (1999).
11. Gâlvez, J. C., Cervenka, J., Saouma, V., Cendón, D. A: "A discrete crack approach to normal/shear cracking of concrete". Cem. Concr. Res., Vol. 32 (2002), pp. 1567-1585. http://dx.doi.org/10. 1016/S0008-8846(02)00825-6
12. Page, A. W: "The biaxial compressive strength of brick masonry", Proceedings of the Institute of Civil Engineers, Part 2, no 71 (1981), pp. 893-906.
13. Page, A. W.: "The strength of brick masonry under biaxial compression-tension". Int. J. Masonry Construction, Vol. 3, no 1 (1983), pp. 26-31.
14. RILEM 50-FCM Committee Fracture Mechanics of Concrete. "Determination of the fracture energy of mortar and concrete by means of three points bend tests of notched beams". Matériaux et Constructions, Vol. 18 (1986), pp. 285-290.