A review of experimental investigations and assessment methods for masonry arch bridges

Abstract Masonry arch bridges constitute a significant proportion of European road and rail infrastructures. Most of them are well over 100 years old and are supporting traffic loads many times above those originally envisaged. The inherent variation in their constituent materials, the traditional design criteria and methods used for their construction, their deterioration over time caused by weathering processes and the development of other defects, significantly influence the mechanical response of these historic structures. A deep understanding on the numerous factors that affect the structural behaviour of masonry arch bridges and on the analysis methods to assess the life expectancy of such bridges and inform maintenance and strengthening strategies is essential. This paper provides a critical review of the experimental studies that have been carried out and of the assessment approaches that have been developed in the last three decades to these aims. The current knowledge is established and areas of possible future research work are identified, with the aim of providing students and researchers, asset managers and bridge owners, and practitioners with a guidance for research activities and maintenace strategies.

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

[2]  Stefano De Santis Load carrying capacity and seismic behaviour of masonry arch bridges. From experimental testing to structural assessment , 2015 .

[3]  Thomas E. Boothby,et al.  Longitudinal and transverse effects in masonry arch assessment , 2001 .

[4]  Thomas Stablon Méthodologie pour la requalification des ponts en maçonnerie , 2011 .

[5]  Alain Pecker,et al.  A METHODOLOGY FOR SEISMIC VULNERABILITY OF MASONRY ARCH BRIDGE WALLS , 2005 .

[6]  Yong Sheng,et al.  Evaluation of different computational modelling strategies for the analysis of low strength masonry structures , 2014 .

[7]  Adrienn. Tomor,et al.  Fatigue deterioration process of brick masonry , 2013 .

[8]  Giorgio Zavarise,et al.  Numerical study on the dynamic behavior of masonry columns and arches on buttresses with the discrete element method , 2011 .

[9]  S. N. Sinha,et al.  Stress-Strain Characteristics of Brick Masonry under Uniaxial Cyclic Loading , 1999 .

[10]  Bill Harvey,et al.  A spatial view of the flow of force in masonry bridges , 2013 .

[11]  D M Peng,et al.  EXPERIMENTAL VALIDATION OF FLAT ARCH ANALYSIS TECHNIQUES , 1997 .

[12]  R. Livesley Limit analysis of structures formed from rigid blocks , 1978 .

[13]  Stefano De Santis,et al.  Overview of Railway Masonry Bridges with a Safety Factor Estimate , 2014 .

[14]  Bill Harvey Stiffness and damage in masonry bridges , 2012 .

[15]  Joan R. Casas Reliability-based assessment of masonry arch bridges , 2011 .

[16]  Matthew J. DeJong,et al.  Failure of masonry arches under impulse base motion , 2007 .

[17]  Heinz Konietzky Numerical Modelling of Discrete Materials in Geotechnical Engineering, Civil Engineering and Earth Sciences : Proceedings of the First International UDEC/3DEC Symposium, Bochum, Germany, 29 September - 1 October 2004 , 2004 .

[18]  Jorge Alfaiate,et al.  The effect of the infill in arched structures: Analytical and numerical modelling , 2011 .

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

[20]  Clive. Melbourne,et al.  Mechanics of MEXE method for masonry arch bridge assessment , 2010 .

[21]  Matthew Gilbert,et al.  Physical modelling of cyclically loaded masonry arch bridges , 2013 .

[22]  P. Lourenço Computational strategies for masonry structures : Proefschrift , 1996 .

[23]  Matthew Gilbert,et al.  Load-carrying capacity of flooded masonry arch bridges , 2006 .

[24]  Antonio Brencich,et al.  Masonry Arches: Historical Rules and Modern Mechanics , 2007 .

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

[26]  S. W. Garrity,et al.  A finite element study of a single span masonry arch bridge with near-surface reinforcement , 2001 .

[27]  Thomas E. Boothby,et al.  Load testing and model simulations for a stone arch bridge , 2005 .

[28]  R Royles,et al.  TEST ON STONE MASONRY ARCH AT BRIDGEMILL - GIRVAN , 1985 .

[29]  Charles Fairfield,et al.  FINITE-ELEMENT ANALYSIS OF MASONRY ARCH BRIDGES., , 1999 .

[30]  Gabriele Milani,et al.  3D non-linear behavior of masonry arch bridges , 2012 .

[31]  Paolo Zampieri,et al.  Limit analysis of transverse seismic capacity of multi-span masonry arch bridges , 2014, Bulletin of Earthquake Engineering.

[32]  Paulo B. Lourenço,et al.  Cyclic behaviour of stone and brick masonry under uniaxial compressive loading , 2005 .

[33]  Francisco Javier,et al.  The "parallel" and the comparative method in Jean Rondelet Traité théorique et pratique de l'art de bâtir , 2015 .

[34]  Stefano De Santis,et al.  Laboratory and field studies on the use of acoustic emission for masonry bridges , 2013 .

[35]  Gianmarco De Felice,et al.  Assessment of the load-carrying capacity of multi-span masonry arch bridges using fibre beam elements , 2009 .

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

[37]  Katalin Bagi,et al.  Discrete element analysis of a stone masonry arch , 2009 .

[38]  Giuseppe Lacidogna,et al.  AE Monitoring and Numerical Simulation of a Two‐span Model Masonry Arch Bridge Subjected to Pier Scour , 2011 .

[39]  P. Cundall,et al.  FORMULATION OF A THREE-DIMENSIONAL DISTINCT ELEMENT MODEL - PART II. MECHANICAL CALCULATIONS FOR MOTION AND INTERACTION OF A SYSTEM COMPOSED OF MANY POLYHEDRAL BLOCKS , 1988 .

[40]  Paulo B. Lourenço,et al.  The effect of skew angle on the mechanical behaviour of masonry arches , 2014 .

[41]  Alessandra Aprile,et al.  Assessment of Cracking and Collapse for Old Brick Masonry Columns , 2001 .

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

[43]  Thomas E. Boothby,et al.  Three-dimensional modelling and full-scale testing of stone arch bridges , 2001 .

[44]  M A Crisfield,et al.  A MECHANISM PROGRAM FOR COMPUTING THE STRENGTH OF MASONRY ARCH BRIDGES BY M.A. CRISFIELD AND A.J. PACKHAM , 1987 .

[45]  Paulo B. Lourenço,et al.  Geometric issues and ultimate load capacity of masonry arch bridges from the northwest Iberian Peninsula , 2010 .

[46]  Luciano Barbi,et al.  Mechanical properties of ancient bricks: statistical analysis of data , 2002 .

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

[48]  M. Vinches,et al.  Mechanical behaviour of a stone masonry bridge assessed using an implicit discrete element method , 2013 .

[49]  R Royles,et al.  MODEL TESTS ON MASONRY ARCHES , 1991 .

[50]  Y. Sheng,et al.  Influence of brick–mortar interface on the mechanical behaviour of low bond strength masonry brickwork lintels , 2015 .

[51]  C. S. Manohar,et al.  Safety Assessment of a Masonry Arch Bridge: Field Testing and Simulations , 2013 .

[52]  M J Blackler,et al.  A REVIEW OF THE UK MASONRY ARCH ASSESSMENT METHODS. , 1997 .

[53]  R. S. Olivito,et al.  Fracture mechanics in the characterisation of brick masonry structures , 2001 .

[54]  Nenad Bićanić,et al.  Computational framework for discontinuous modelling of masonry arch bridges , 2001 .

[55]  Stefano De Santis,et al.  Experimental and Numerical Response of Arch Bridge Historic Masonry Under Eccentric Loading , 2010 .

[56]  Matthew Gilbert,et al.  Influence of backfill on the capacity of masonry arch bridges , 2012 .

[57]  Elena Mele,et al.  A simplified procedure for assessing the seismic capacity of masonry arches , 2004 .

[58]  Liborio Cavaleri,et al.  Experimental and analytical response of masonry elements under eccentric vertical loads , 2005 .

[59]  Paolo Zampieri,et al.  Contribution of in situ and laboratory investigations for assessing seismic vulnerability of existing bridges , 2015 .

[60]  Christian Cremona,et al.  Assessment of European railway bridges for future traffic demands and longer lives – EC project “Sustainable Bridges” , 2005 .

[61]  Franz Zach,et al.  Mauerwerksdruckfestigkeit – Bestimmung bei Bestandsobjekten , 2009 .

[62]  E. Degrand,et al.  Ponts en maconnerie , 1887 .

[63]  Irving J. Oppenheim,et al.  The masonry arch as a four‐link mechanism under base motion , 1992 .

[64]  Ja Hodgson The behaviour of skewed masonry arch bridges , 1996 .

[65]  B. S. Choo,et al.  THE APPLICATION OF THE FINITE ELEMENT METHOD TO THE STUDY OF CRACKING IN MASONRY ARCH BRIDGES , 1990 .

[66]  Matthew J. DeJong,et al.  Rocking Stability of Masonry Arches in Seismic Regions , 2008 .

[67]  Gianmarco de Felice,et al.  On Overturning of the Façade in Churches with Single Nave: Some Case Studies from L’Aquila, Italy, 2009 Earthquake , 2010 .

[68]  Paolo Clemente,et al.  Introduction to dynamics of stone arches , 1998 .

[69]  A. Kooharian Limit Analysis of Voussoir (Segmental) and Concrete Archs , 1952 .

[70]  L. Gambarotta,et al.  Mechanical response of solid clay brickwork under eccentric loading. Part I: Unreinforced masonry , 2005 .

[71]  Luca Pelà,et al.  Comparison of seismic assessment procedures for masonry arch bridges , 2013 .

[72]  Peter Walker,et al.  LOAD TEST TO COLLAPSE ON A FULL SCALE MODEL SIX METRE SPAN BRICK ARCH BRIDGE , 1990 .

[73]  Clive. Melbourne,et al.  Masonry Arch Bridges: Condition, Appraisal and Remedial Treatment , 2006 .

[74]  P. A. Cundall,et al.  NUMERICAL MODELLING OF DISCONTINUA , 1992 .

[75]  Michel Saint Jean,et al.  The non-smooth contact dynamics method , 1999 .

[76]  M C R Davies,et al.  SMALL SCALE MODELLING OF BRICKWORK ARCH BRIDGES USING A CENTRIFUGE , 1998 .

[77]  Hjm Janssen Numerical studies with UDEC , 1997 .

[78]  A E Vardy,et al.  LOAD TESTS ON A FULL SCALE MODEL FOUR METRE SPAN MASONRY ARCH BRIDGE , 1989 .

[79]  Vasilis Sarhosis,et al.  Identification of material parameters for low bond strength masonry , 2014 .

[80]  Jan Bien,et al.  Application of Kinematic Method and FEM in Analysis of Ultimate Load Bearing Capacity of Damaged Masonry Arch Bridges , 2013 .

[81]  Jacques Heyman,et al.  Structural Analysis: A Historical Approach , 1998 .

[82]  W J Harvey,et al.  ARCH FILL INTERACTION IN MASONRY BRIDGES - AN EXPERIMENTAL STUDY , 1994 .

[83]  Paulo B. Lourenço,et al.  Masonry micro-modelling adopting a discontinuous framework , 2005 .

[84]  Aw Page,et al.  THE BIAXIAL COMPRESSIVE STRENGTH OF BRICK MASONRY. , 1981 .

[85]  Chris J. Pearce,et al.  Discontinuous modelling of masonry bridges , 2003 .

[86]  Paul J. Fanning,et al.  Rationalising assessment approaches for masonry arch bridges , 2012 .

[87]  José V. Lemos,et al.  Discrete Element Modeling of Masonry Structures , 2007 .

[88]  Gianmarco De Felice,et al.  The relative dynamic resilience of masonry collapse mechanisms , 2015 .

[89]  Luigi Gambarotta,et al.  Lower bound limit analysis of masonry bridges including arch-fill interaction , 2007 .

[90]  Alfred John Sutton Pippard,et al.  The Approximate Estimation of Safe Loads on Masonry Bridges. , 1948 .

[91]  Rosemarie Helmerich,et al.  Multi-tool inspection and numerical analysis of an old masonry arch bridge , 2012 .

[92]  Jacques Heyman,et al.  The stone skeleton , 1995 .

[93]  Gianmarco De Felice,et al.  Brickwork under eccentric compression: Experimental results and macroscopic models , 2009 .

[94]  Donato Sabia,et al.  Tanaro Bridge: Dynamic Tests on a Couple of Spans , 2007 .

[95]  P. Cundall A computer model for simulating progressive, large-scale movements in blocky rock systems , 1971 .

[96]  Giuseppe Campione,et al.  In-situ NDT testing procedure as an integral part of failure analysis of historical masonry arch bridges , 2015 .

[97]  Paolo Zampieri,et al.  Reinforced concrete and masonry arch bridges in seismic areas: typical deficiencies and retrofitting strategies , 2015 .

[98]  Thomas E. Boothby Load Rating of Masonry Arch Bridges , 2001 .

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

[100]  K. Jagadish,et al.  Strength characteristics of stone masonry , 1997 .

[101]  Claudio Modena,et al.  Simplified seismic assessment of railway masonry arch bridges by limit analysis , 2016 .

[102]  C Melbourne,et al.  THE BEHAVIOUR OF MULTIRING BRICKWORK ARCH BRIDGES , 1995 .

[103]  S. Resemini,et al.  Displacement-based methods for the seismic assessment of masonry arch bridges , 2007 .

[104]  M. Reiterer,et al.  Measurements of dynamic deformation behaviour of masonry arch bridges , 2007 .

[105]  R. Favre,et al.  The arch: enduring and endearing , 2001 .

[106]  T. G. Hughes,et al.  Quasi-static and high cycle fatigue strength of brick masonry , 2006 .

[107]  An Experimentallnvestigation of the Biaxial Strength of Brick Masonry , 2015 .

[108]  M. A. Crisfield,et al.  Plasticity computations using the Mohr—Coulomb yield criterion , 1987 .

[109]  Kwooi-Hock Ng Analysis of masonry arch bridges. , 1999 .

[110]  A. Munjiza The Combined Finite-Discrete Element Method , 2004 .

[111]  Ewart S. Andrews,et al.  The theory of equilibrium of elastic systems and its applications , 1879 .

[112]  Amaryllis Audenaert,et al.  2-D analysis of arch bridges using an elasto-plastic material model , 2008 .

[113]  Matthew Gilbert,et al.  An experimental study of soil-arch interaction in masonry bridges , 2006 .

[114]  Antonio Brencich,et al.  Assessment of Multispan Masonry Arch Bridges. I: Simplified Approach , 2004 .

[115]  Clive. Melbourne,et al.  THE COLLAPSE BEHAVIOUR OF MULTISPAN BRICKWORK ARCH BRIDGES , 1997 .

[116]  Stefano De Santis,et al.  A fibre beam‐based approach for the evaluation of the seismic capacity of masonry arches , 2014 .