Professor Matthew Gilbert

Books

• Gilbert M, Cole G, Smith C & Melbourne C (2022) Guidance on the Assessment of Masonry Arch Bridges. CIRIA.

Journal articles

• Lu H, He L, Gilbert M, Gilardi F & Ye J (2024) Design of optimal truss components for fabrication via multi-axis additive manufacturing. Computer Methods in Applied Mechanics and Engineering, 418, 116464-116464.
• Liu B, Drougkas A, Sarhosis V, Smith CC & Gilbert M (2023) Experimental investigation on the shear behaviour of the brickwork-backfill interface in masonry arch bridges. Engineering Structures, 292. View this article in WRRO
• He L, Schiantella M, Gilbert M & Smith CC (2023) A Python script for discontinuity layout optimization. Structural and Multidisciplinary Optimization, 66(7). View this article in WRRO
• Nanayakkara KIU, Liew A & Gilbert M (2023) Application of thrust layout optimization to masonry structures. Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, 479(2273).
• Whiteley J, Liew A, He L & Gilbert M (2023) Engineering design of optimized reinforced concrete floor grillages. Structures, 51, 1292-1304.
• Ahmed HM & Gilbert M (2022) A simple limit analysis procedure for reinforced concrete slabs using rigid finite elements. Structural Engineering and Mechanics, 84(1), 129-141. View this article in WRRO
• Salt S, Weldeyesus AG, Gilbert M & Gondzio J (2022) Layout optimization of pin-jointed truss structures with minimum frequency constraints. Engineering Optimization.
• Fairclough H & Gilbert M (2022) Layout optimization of long-span structures subject to self-weight and multiple load-cases. Structural and Multidisciplinary Optimization, 65(7). View this article in WRRO
• Smith CC & Gilbert M (2022) The stress function basis of the upper bound theorem of plasticity. International Journal of Solids and Structures, 244-245. View this article in WRRO
• He L, Li Q, Gilbert M, Shepherd P, Rankine C, Pritchard T & Reale V (2022) Optimization-driven conceptual design of truss structures in a parametric modelling environment. Structures, 37, 469-482. View this article in WRRO
• Fairclough HE, Gilbert M & Tyas A (2022) Layout optimization of structures with distributed self-weight, lumped masses and frictional supports. Structural and Multidisciplinary Optimization, 65(2). View this article in WRRO
• Ye J, Kyvelou P, Gilardi F, Lu H, Gilbert M & Gardner L (2021) An end-to-end framework for the additive manufacture of optimized tubular structures. IEEE Access, 9, 165476-165489. View this article in WRRO
• Fairclough H, He L, Pritchard T & Gilbert M (2021) LayOpt : an educational web-app for truss layout optimization. Structural and Multidisciplinary Optimization, 64(4), 2805-2823. View this article in WRRO
• Lu H, Tyas A, Gilbert M & Pichugin AV (2021) On transmissible load formulations in topology optimization. Structural and Multidisciplinary Optimization, 64(1), 23-37. View this article in WRRO
• Nanayakkara KIU, He L, Fairclough HE & Gilbert M (2020) A simple layout optimization formulation for load-carrying tensegrity structures. Structural and Multidisciplinary Optimization, 62(6), 2935-2949. View this article in WRRO
• Weldeyesus AG, Gondzio J, He L, Gilbert M, Shepherd P & Tyas A (2020) Truss geometry and topology optimization with global stability constraints. Structural and Multidisciplinary Optimization, 62(4), 1721-1737. View this article in WRRO
• Fairclough H & Gilbert M (2020) Layout optimization of simplified trusses using mixed integer linear programming with runtime generation of constraints. Structural and Multidisciplinary Optimization, 61(5), 1977-1999. View this article in WRRO
• Alemseged W, Jacek G, He L, Gilbert M, Shepherd P & Tyas A (2019) Adaptive solution of truss layout optimization problems with global stability constraints. Structural and Multidisciplinary Optimization, 60(5), 2093-2111. View this article in WRRO
• Fairclough H, Gilbert M, Thirion C, Tyas A & Winslow P (2019) Optimisation-driven conceptual design : case study of a large transfer truss. The Structural Engineer, 97(10), 20-26. View this article in WRRO
• Lu H, Gilbert M & Tyas A (2019) Layout optimization of building frames subject to gravity and lateral load cases. Structural and Multidisciplinary Optimization, 60(4), 1561-1570. View this article in WRRO
• He L, Gilbert M, Johnson T & Pritchard T (2019) Conceptual design of AM components using layout and geometry optimization. Computers and Mathematics with Applications, 78(7), 2308-2324. View this article in WRRO
• He L, Gilbert M & Song X (2019) A Python script for adaptive layout optimization of trusses. Structural and Multidisciplinary Optimization, 60(2), 835-847. View this article in WRRO
• Pritchard T, Smith C, Ghadbeigi H, Galindo-Fernandez M, Gilbert M & Ayvar-Soberinas S (2019) Modelling orthogonal and oblique cutting via discontinuity layout optimization. Procedia CIRP, 82, 37-42. View this article in WRRO
• Fairclough HE, Gilbert M, Pichugin AV, Tyas A & Firth I (2018) Theoretically optimal forms for very long-span bridges under gravity loading. Proceedings of the Royal Society A, 474(2217). View this article in WRRO
• Bolbotowski K, He L & Gilbert M (2018) Design of optimum grillages using layout optimization. Structural and Multidisciplinary Optimization, 58(3), 851-868. View this article in WRRO
• Augusthus-Nelson L, Swift GM, Smith CC, Gilbert M & Melbourne C (2018) Influence of railway loading on the performance of soil-filled masonry arch bridges. Proceedings of the Institution of Civil Engineers - Bridge Engineering, 1-36. View this article in WRRO
• Lu H, Gilbert M & Tyas A (2018) Theoretically optimal bracing for pre-existing building frames. Structural and Multidisciplinary Optimization, 58(2), 677-686. View this article in WRRO
• He L, Gilbert M & Shepherd M (2017) Automatic Yield-Line Analysis of Practical Slab Configurations via Discontinuity Layout Optimization. Journal of Structural Engineering, 143(7). View this article in WRRO
• Augusthus-Nelson L, Swift G, Melbourne C, Smith C & Gilbert M (2017) Large-scale physical modelling of soil-filled masonry arch bridges. International Journal of Physical Modelling in Geotechnics, 1-14. View this article in WRRO
• Smith CJ, Gilbert M, Todd I & Derguti F (2016) Application of layout optimization to the design of additively manufactured metallic components. Structural and Multidisciplinary Optimization, 54(5), 1297-1313. View this article in WRRO
• He L & Gilbert M (2016) Automatic rationalization of yield-line patterns identified using discontinuity layout optimization. International Journal of Solids and Structures, 84, 27-39. View this article in WRRO
• Smith CC & Gilbert M (2015) Modelling rotational failure in confined geometries using DLO. Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics, 168(4), 155-168. View this article in WRRO
• Pytlos M, Gilbert M & Smith CC (2015) Modelling granular soil behaviour using a physics engine. Géotechnique Letters, 5(4), 243-249. View this article in WRRO
• Pichugin AV, Tyas A, Gilbert M & He L (2015) Optimum structure for a uniform load over multiple spans. Structural and Multidisciplinary Optimization, 52(6), 1041-1050. View this article in WRRO
• Gilbert M, He L & Pritchard T (2015) The yield-line method for concrete slabs: Automated at last. Structural Engineer, 93(10), 44-48.
• He L & Gilbert M (2015) Rationalization of trusses generated via layout optimization. Structural and Multidisciplinary Optimization, 52(4), 677-694. View this article in WRRO
• Babiker AFA, Smith CC, Gilbert M & Ashby JP (2014) Non-associative limit analysis of the toppling-sliding failure of rock slopes. International Journal of Rock Mechanics and Mining Sciences, 71, 1-11. View this article in WRRO
• Gilbert M, He L, Smith CC & Le C (2014) Automatic yield-line analysis of slabs using discontinuity layout optimization. Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, 470(2168). View this article in WRRO
• Portioli F, Casapulla C, Gilbert M & Cascini L (2014) Limit analysis of 3D masonry block structures with non-associative frictional joints using cone programming. Computers & Structures, 143, 108-121.
• Clarke SD, Gilbert M & Smith CC (2013) Modelling discrete soil reinforcement in numerical limit analysis. Canadian Geotechnical Journal, 50(7), 705-715. View this article in WRRO
• Hawksbee S, Smith CC & Gilbert M (2013) Application of discontinuity layout optimization to three-dimensional plasticity problems. Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, 469(2155). View this article in WRRO
• Smith CC & Gilbert M (2013) Identification of rotational failure mechanisms in cohesive media using discontinuity layout optimization. Geotechnique: International Journal of Soil Mechanics, 63(14), 1194-1208. View this article in WRRO
• Callaway P, Gilbert M & Smith CC (2012) Influence of backfill on the capacity of masonry arch bridges. Proceedings of the Institution of Civil Engineers: Bridge Engineering, 165(3), 147-157. View this article in WRRO
• Le CV, Askes H & Gilbert M (2012) A locking-free stabilized kinematic EFG model for plane strain limit analysis. Computers and Structures, 106-107, 1-8. View this article in WRRO
• Park P, Gilbert M, Tyas A & Popovic-Larsen O (2012) Potential use of structural layout optimization at the conceptual design stage. International Journal of Architectural Computing, 10(1), 13-32. View this article in WRRO
• Pichugin AV, Tyas A & Gilbert M (2012) On the optimality of Hemp’s arch with vertical hangers. Structural and Multidisciplinary Optimization, 46(1), 17-25. View this article in WRRO
• Smith CC & Gilbert M (2011) Ultimate limit state design to Eurocode 7 using numerical methods Part II: Proposed design procedure and application. Ground Engineering, 44(11), 24-29. View this article in WRRO
• Smith CC & Gilbert M (2011) Ultimate limit state design to Eurocode 7 using numerical methods Part I: Methodology and theory. Ground Engineering, 44(10), 25-30. View this article in WRRO
• Tyas A, Pichugin AV & Gilbert M (2011) Optimum structure to carry a uniform load between pinned supports: Exact analytical solution. Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, 467(2128), 1101-1120.
• Gilbert M, Smith CC & Pritchard TJ (2010) Masonry arch analysis using discontinuity layout optimisation. Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics, 163(3), 155-166.
• Le CV, Gilbert M & Askes H (2010) Limit analysis of plates and slabs using a meshless equilibrium formulation. International Journal for Numerical Methods in Engineering, 83, 1739-1758. View this article in WRRO
• Le CV, Askes H & Gilbert M (2010) Adaptive element-free Galerkin method applied to the limit analysis of plates. Computer Methods in Applied Mechanics and Engineering, 199(37-40), 2487-2496. View this article in WRRO
• Gilbert M & Smith C (2010) Soil structure revolution. Structural Engineer, 88(3), 18-22.
• Darwich W, Gilbert M & Tyas A (2010) Optimum structure to carry a uniform load between pinned supports. Structural and Multidisciplinary Optimization, 42, 33-42.
• Le CV, Gilbert M & Askes H (2009) Limit analysis of plates using the EFG method and second-order cone programming. International Journal for Numerical Methods in Engineering, 78, 1532-1552. View this article in WRRO
• Hobbs B, Gilbert M, Molyneaux T, Newton P, Beattie G & Burnett S (2009) Improving the impact resistance of masonry parapet walls. Structures and Buildings, 162, 57-67.
• Smith C & Gilbert M (2007) Application of discontinuity layout optimization to plane plasticity problems. Proceedings Royal Society A, 463(2086), 2461-2484. View this article in WRRO
• Burnett S, Gilbert M, Molyneaux T, Beattie G & Hobbs B (2007) The performance of unreinforced masonry walls subjected to low-velocity impacts: Finite element analysis. International Journal of Impact Engineering, 34(8), 1433-1450.
• Burnett SJ, Gilbert M, Molyneaux TCK, Tyas A, Hobbs B & Beattie G (2007) The response of masonry joints to dynamic tensile loading. Materials and Structures, 40, 517-527.
• Hulet KM, Smith CC & Gilbert M (2006) Load-carrying capacity of flooded masonry arch bridges. Proceedings of the Institution of Civil Engineers, Bridge Engineering, 159, 97-103.
• Gilbert M, Casapulla C & Ahmed HMA (2006) Limit analysis of masonry block structures with non-associative frictional joints using linear programming. Computers and Structures, 84, 873-887.
• Tyas A, Gilbert M & Pritchard T (2006) Practical plastic layout optimization of trusses incorporating stability considerations. Computers and Structures, 84(3-4), 115-126.
• Gilbert M & Tyas A (2003) Layout optimization of large-scale pin-jointed frames. Engineering Computations, 20(8), 1044-1064.
• Gilbert M, Hobbs B & Molyneaux TCK (2002) The performance of unreinforced masonry walls subjected to low-velocity impacts: Mechanism analysis. International Journal of Impact Engineering, 27(3), 253-275.
• Gilbert M, Hobbs B & Molyneaux TCK (2002) The performance of unreinforced masonry walls subjected to low-velocity impacts: Experiments. International Journal of Impact Engineering, 27(3), 231-251.
• Melbourne C, Gilbert M & Wagstaff M (1997) The collapse behaviour of multispan brickwork arch bridges. Structural Engineer, 75(17), 297-305.
• Melbourne C & Gilbert M (1995) Behaviour of multi-ring brickwork arch bridges. Structural Engineer London, 73(3), 39-47.
• Gilbert M & Melbourne C (1994) Rigid-block analysis of masonry structures. Structural Engineer, 72(21), 356-361.
• Valentino J, Gilbert M, Gueguin M & Smith CC () Limit analysis of masonry walls using discontinuity layout optimization and homogenization. International Journal for Numerical Methods in Engineering.

Chapters

• Nanayakkara I, Liew A & Gilbert M (2024) Thrust Layout Optimization for the Analysis of Historic Masonry Structures, RILEM Bookseries (pp. 626-638). Springer Nature Switzerland