The effect of the infill in arched structures: Analytical and numerical modelling

Although arches, vaults and domes were essential structural elements in ancient engineering works, their structural analysis presents a challenge to modern designers. It was well known by the medieval builders that infill is essential for the stability of arched structures. Nevertheless, some disasters occur nowadays due to incorrect infill removal, usually done with the purpose of decreasing the applied load. In the present work a comprehensive analysis of the infill influence on the structural behaviour of arched structures is performed. For this purpose analytical models based on equilibrium considerations and finite elements models are used. Experimental results obtained from the Bargower bridge destructive test, are used to calibrate the numerical results. Some conclusions regarding the structural behaviour of arched structures and modelling strategies are presented.

[1]  Z. Orbán UIC Project on assessment , inspection and maintenance of masonry arch railway bridges , 2007 .

[2]  Paulo B. Lourenço,et al.  Analysis of historical constructions : From thrust-lines to advanced simulations , 2003 .

[3]  P. B. Lourenço,et al.  Numerical modelling of a load test on a masonry arch bridge , 2007 .

[4]  G. A. Drosopoulos,et al.  On the collapse analysis of single span masonry / stone arch bridges with fill interaction , 2007 .

[5]  John Fitchen,et al.  The Construction of Gothic Cathedrals: A Study of Medieval Vault Erection , 1981 .

[6]  Jacques Heyman,et al.  The masonry arch , 1982 .

[7]  Jan G. Rots,et al.  Structural Masonry , 2020 .

[8]  Jacques Heyman,et al.  The safety of masonry arches , 1969 .

[9]  Adrienn. Tomor,et al.  A new masonry arch bridge assessment strategy (SMART) , 2007 .

[10]  Jan G. Rots,et al.  Robust modeling of RC structures with an “event-by-event” strategy , 2008 .

[11]  Zoltán Orbán,et al.  Assessment of masonry arch railway bridges using non-destructive in-situ testing methods , 2009 .

[12]  E. A. W. Maunder,et al.  The influence of spandrel wall construction on arch bridge behaviour , 2007 .

[13]  C. C. Smith,et al.  Computational limit analysis of soil-arch interaction in masonry arch bridges , 2007 .

[14]  John Ochsendorf,et al.  Collapse of masonry structures , 2002 .

[15]  J Page LOAD TESTS TO COLLAPSE ON MASONRY ARCH BRIDGES , 1995 .

[16]  C. H. Chang,et al.  On the solution of conical shells of linearly varying thickness subjected to lateral normal loads , 1967 .

[17]  Jacques Heyman,et al.  On shell solutions for masonry domes , 1967 .

[18]  C. Melbourne,et al.  Finite element analyses of soil-structure interaction in masonry arch bridges , 2007 .

[19]  Nenad Bićanić,et al.  Discontinuous deformation analysis of masonry bridges , 2001 .

[20]  L. Gambarotta,et al.  Load carrying capacity of masonry bridges : numerical evaluation of the influence of fill and spandrels , 2007 .

[21]  Dermot O'Dwyer,et al.  Funicular analysis of masonry vaults , 1999 .

[22]  Santiago Huerta Fernández Galileo was wrong: The geometrical design of masonry arches , 2006 .

[23]  J. Ochsendorf,et al.  As Hangs the Flexible Line: Equilibrium of Masonry Arches , 2006 .

[24]  Jacques Heyman,et al.  THE ESTIMATION OF THE STRENGTH OF MASONRY ARCHES. , 1980 .

[25]  Clive. Melbourne,et al.  Modelling Masonry Arch Bridges , 2001 .

[26]  John W. Bull Computational modelling of masonry, brickwork and blockwork structures , 2001 .

[27]  Yew-Chaye Loo,et al.  Collapse Load Analysis of Masonry Arch Bridges , 1995 .

[28]  Jan G. Rots,et al.  Sequentially linear analysis of fracture under non-proportional loading , 2008 .

[29]  Santiago Sánchez-Cervera Huerta,et al.  Mechanics of masonry vaults: The equilibrium approach , 2001 .

[30]  M. Gilbert,et al.  Limit analysis applied to masonry arch bridges : state-ofthe-art and recent developments , 2007 .

[31]  Luigi Gambarotta,et al.  Collapse analysis of masonry bridges taking into account arch–fill interaction , 2005 .