| Nome |
# |
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Shot-earth for sustainable constructions, file e31e124d-e469-987f-e053-3705fe0a095a
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418
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An extended model to predict the compressive, tensile and flexural strengths of HPFRCs and UHPFRCs: Definition and experimental validation, file e31e124d-847f-987f-e053-3705fe0a095a
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379
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Mechanics of high-flexible beams under live loads, file e31e124d-ee20-987f-e053-3705fe0a095a
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366
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Interfacial shear stress analysis of bar and thin film bonded to 2D elastic substrate using a coupled FE-BIE method, file e31e124d-12e7-987f-e053-3705fe0a095a
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332
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Nonuniform bending theory of hyperelastic beams in finite elasticity, file e31e124f-a9ec-987f-e053-3705fe0a095a
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301
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A cohesive FE model for simulating the cracking/debonding pattern of composite NSC-HPFRC/UHPFRC members, file e31e124e-6cc3-987f-e053-3705fe0a095a
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290
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Simple and effective models to predict the compressive and tensile strength of HPFRC as the steel fiber content and type changes, file e31e124d-1ae2-987f-e053-3705fe0a095a
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280
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On the stability loss for an euler beam resting on a tensionless pasternak foundation, file e31e124b-eb4c-987f-e053-3705fe0a095a
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266
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Buckling of a Timoshenko beam bonded to an elastic half-plane: Effects of sharp and smooth beam edges, file e31e124d-c5bc-987f-e053-3705fe0a095a
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257
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On the mechanical behaviour of a crystalline undulator, file e31e124d-156e-987f-e053-3705fe0a095a
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243
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Effect Of Pair Coalescence Of Circular Pores On The Overall Elastic Properties, file e31e124d-b4b0-987f-e053-3705fe0a095a
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238
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Large nonuniform bending of beams with compressible stored energy functions of polynomial-type, file e31e124e-aeff-987f-e053-3705fe0a095a
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236
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Pullout modelling of viscoelastic synthetic fibres for cementitious composites, file e31e124d-b56a-987f-e053-3705fe0a095a
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221
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A Wiener-Hopf System of Equations in the Steady-State Propagation of a Rectilinear Crack in an Infinite Elastic Plate, file e31e124c-f010-987f-e053-3705fe0a095a
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220
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Safety Assessment of Historic Timber Structural Elements, file e31e124d-4ef9-987f-e053-3705fe0a095a
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204
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Effect of spherical pores coalescence on the overall conductivity of a material, file e31e124e-99b5-987f-e053-3705fe0a095a
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204
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Effect of cylindrical fibers, with cross-sections formed by two circular arcs, on the overall conductivity of a composite, file e31e124d-1b73-987f-e053-3705fe0a095a
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181
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Analysis of stress singularities in thin coatings bonded to a semi-infinite elastic substrate, file e31e124d-1adf-987f-e053-3705fe0a095a
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179
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Finite Anticlastic Bending of Hyperelastic Solids and Beams, file e31e124d-107d-987f-e053-3705fe0a095a
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176
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Analytical modelling of the pullout behavior of synthetic fibres treated with nano-silica, file e31e124b-0058-987f-e053-3705fe0a095a
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171
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A cohesive model to predict the loading bond capacity of concrete structures repaired/reinforced with HPFRC/UHPFRC and stressed to mixed mode, file e31e124e-6cc1-987f-e053-3705fe0a095a
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151
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Bending of nanobeams in finite elasticity, file e31e124f-9a91-987f-e053-3705fe0a095a
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148
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Experimental characterization and predictive modeling of the flexural behavior of HPFRC/UHPFRC beams, file 06baffde-71d1-4667-8cc9-7f290581b621
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141
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FE Analyses of Hyperelastic Solids under Large Bending: The Role of the Searle Parameter and Eulerian Slenderness, file e31e124e-6fe5-987f-e053-3705fe0a095a
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133
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Flexural edge waves generated by steady-state propagation of a loaded rectilinear crack in an elastically supported thin plate, file e31e124c-ecf4-987f-e053-3705fe0a095a
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131
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The bending of fully nonlinear beams. Theoretical, numerical and experimental analyses, file e31e124d-c53e-987f-e053-3705fe0a095a
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122
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Theoretical and experimental analysis of the von Mises truss subjected to a horizontal load using a new hyperelastic model with hardening, file 241db790-abe7-42fd-a67e-0a2eb0444e2d
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107
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Experimental evidence of planar channeling in a periodically bent crystal, file e31e124d-252d-987f-e053-3705fe0a095a
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107
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Predictive models for the ultimate tensile and compressive strengths of HPFRC/UHPFRC, file b66dac3d-8d73-4fdd-bef2-31e9bfabee26
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98
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Tensile constitutive behavior of high and ultra-high performance fibre-reinforced-concretes, file e31e124d-722d-987f-e053-3705fe0a095a
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83
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A loaded Timoshenko beam bonded to an elastic half plane, file e31e1250-07d7-987f-e053-3705fe0a095a
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79
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An extended model to predict the compressive, tensile and flexural strengths of HPFRCs and UHPFRCs: Definition and experimental validation, file e31e124d-8801-987f-e053-3705fe0a095a
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77
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On the problem of a Timoshenko beam bonded to an elastic half-plane, file e31e124b-61a5-987f-e053-3705fe0a095a
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76
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Steady state propagation of a rectilinear crack in a thin elastic plate supported by a Winkler elastic foundation, file e31e124b-a154-987f-e053-3705fe0a095a
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75
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Bending of beams in finite elasticity and some applications, file e31e124d-c864-987f-e053-3705fe0a095a
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67
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Finite bending of non-slender beams and the limitations of the Elastica theory, file e31e1250-4560-987f-e053-3705fe0a095a
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63
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An Auto-Calibrating Semi-Adiabatic Calorimetric Methodology for Strength Prediction and Quality Control of Ordinary and Ultra-High-Performance Concretes, file e31e124f-9d55-987f-e053-3705fe0a095a
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62
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Modified hinged beam test on steel fabric reinforced cementitious matrix (SFRCM), file e31e124d-4a10-987f-e053-3705fe0a095a
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61
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Effective thermal properties of fibre reinforced materials, file e31e124d-15cd-987f-e053-3705fe0a095a
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48
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Finite bending of beams with anticlastic effect: analytical model, experimental test and FE modeling, file e31e124d-c5f7-987f-e053-3705fe0a095a
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40
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Shear deformable beams in contact with an elastic half-plane, file e31e124d-5a2e-987f-e053-3705fe0a095a
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38
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Elastic-plastic plates on a nonlocal subgrade, file e31e124b-558a-987f-e053-3705fe0a095a
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30
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Overall thermal conductivity of fibre reinforced materials, file e31e124d-7f4f-987f-e053-3705fe0a095a
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29
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Effects of toroidal inhomogeneities on the effective properties of a composite, file e31e124d-1c6a-987f-e053-3705fe0a095a
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28
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Effective elastic properties of media containing coalescing holes, file e31e124d-c567-987f-e053-3705fe0a095a
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28
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Microstructural analysis and mechanical properties of concrete reinforced with polymer short fibers, file e31e1250-a58c-987f-e053-3705fe0a095a
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28
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Overall elastic properties of a plate containing inhomogeneities of irregular shape, file e31e124d-5e5c-987f-e053-3705fe0a095a
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25
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Resistivity contribution tensor for nonconductive sphere doublets, file 5f74f45a-e9ed-40d5-9e1c-e6f849861fba
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21
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Partially coated ceramic layer under thermal stress, file e31e124c-eb2a-987f-e053-3705fe0a095a
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20
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Effect of pore coalescence on the effective conductivity of an isotropic material, file e31e124f-b74d-987f-e053-3705fe0a095a
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20
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Resistivity contribution tensor for two non-conductive overlapping spheres having different radii, file fe2b27a8-4f19-4141-a0c8-9dffb91950dc
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20
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Effective thermal properties of fibre reinforced materials, file e31e124d-1585-987f-e053-3705fe0a095a
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19
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Analytical and experimental study of snap-through instability in truss
structures, file 0bc3dc3b-4c30-401f-8835-e9416f411785
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18
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Concrete beams stiffened by polymer-based mortar layers: experimental investigation and modelling, file e31e1250-170b-987f-e053-3705fe0a095a
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17
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The formation and growth of a cross kink in a rope under torsion: An interpretation based on structural mechanics, file e31e1250-773c-987f-e053-3705fe0a095a
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17
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On the anticlastic bending of solids at finite strains, file e31e124f-950e-987f-e053-3705fe0a095a
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13
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Thermal conductivity of solids with coalescing spherical pores, file e31e124f-d959-987f-e053-3705fe0a095a
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13
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Finite Anticlastic Bending of Hyperelastic Solids and Beams, file 6cf75110-4986-4d28-b2bb-a300e702c7c6
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10
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A continuum model for graphene in nonlinear elasticity and its green applications, file ce589f76-981a-4fca-b631-5328291ce555
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10
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Stress and pressure fields around two wellbores in a poroelastic medium, file e31e124c-af79-987f-e053-3705fe0a095a
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10
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Simple and effective models to predict the compressive and tensile strength of HPFRC as the steel fiber content and type changes, file e31e1250-29f2-987f-e053-3705fe0a095a
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10
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Changing the approach to sustainable constructions: An adaptive mix-design calibration process for earth composite materials, file 03b0c3f3-0f76-4cf8-9faf-faabe43f246f
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7
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Green functions for an elastic layer on a rigid base and related problems, file 25dc79c9-d9d6-4742-b300-b6f92155a174
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5
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FRC plates on nonlocal subgrade, file e31e124c-a052-987f-e053-3705fe0a095a
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5
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Axisymmetric loading of an elastic-plastic plate on a general two-parameter foundation, file e31e124b-0e03-987f-e053-3705fe0a095a
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4
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Dispositivo per l'isolamento di apparecchiature industriali, strutture e infrastrutture civili basato su moduli reticolari a traliccio, file e31e124f-891b-987f-e053-3705fe0a095a
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4
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Structural design of reinforced earthcrete (ReC) beams, file eb5f22fc-0d40-416e-b8a0-68ff65247f0d
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4
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2D Green’s functions for an elastic layer on a rigid support loaded by an internal point force, file ddb6a28f-cfe4-445d-94bb-bdfbb5dfa5d9
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3
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On the effect of the backup plate stiffness on the brittle failure of a ceramic armor, file e31e124b-8ca2-987f-e053-3705fe0a095a
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3
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null, file e31e124d-5fab-987f-e053-3705fe0a095a
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3
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Dispositivo smorzatore assiale ad elastomeri, file e31e124f-b6a4-987f-e053-3705fe0a095a
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3
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Silicon crystals for steering high-intensity particle beams at ultrahigh-energy accelerators, file 9a9a6efa-625d-4819-84c6-f214cdb6fcae
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2
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Changing the approach to sustainable constructions: An adaptive mix-design calibration process for earth composite materials, file c5eb28f5-4e78-4eaf-8288-44219967273a
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2
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Performance evaluation of a polypropylene-based draw-wired fibre for concrete structures, file e31e124b-2691-987f-e053-3705fe0a095a
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2
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Thin film bonded to elastic orthotropic substrate under thermal loading, file e31e124b-a3b0-987f-e053-3705fe0a095a
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2
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Concrete beams stiffened by polymer-based mortar layers: experimental investigation and modelling, file e31e124b-b4b5-987f-e053-3705fe0a095a
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2
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Double lap shear test on steel fabric reinforced cementitious matrix (SFRCM), file e31e124d-60ab-987f-e053-3705fe0a095a
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2
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Shaft-hub press fit subjected to couples and radial forces: analytical evaluation of the shaft-hub detachment loading, file e31e124e-75a0-987f-e053-3705fe0a095a
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2
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Shot-Earth as Sustainable Construction Material: Chemical Aspects and Physical Performance, file 609f6cf3-6185-4e2a-b844-fc9df17e9e33
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1
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Large twisting of non-circular cylinders in unconstrained elasticity, file cf121efc-eecf-43bc-8cd1-d531e6a7c4c5
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1
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A cracked infinite Kirchhoff plate supported by a two-parameter elastic foundation, file e31e124a-a500-987f-e053-3705fe0a095a
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1
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A loaded Timoshenko beam bonded to an elastic half plane, file e31e124b-9181-987f-e053-3705fe0a095a
|
1
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Microstructural analysis and mechanical properties of concrete reinforced with polymer short fibers, file e31e124d-80c2-987f-e053-3705fe0a095a
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1
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Bending device and anticlastic surface measurement of solids under large deformations and displacements, file e31e124d-ac41-987f-e053-3705fe0a095a
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1
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The Bending of Beams in Finite Elasticity, file e31e124d-bf0d-987f-e053-3705fe0a095a
|
1
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Multi-phase homogenization procedure for estimating the mechanical properties of shot-earth materials, file e31e1250-a74e-987f-e053-3705fe0a095a
|
1
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| Totale |
7.518 |
