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1 Masonry behaviour and modelling |
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1 | (26) |
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1 | (1) |
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Basic behaviour of masonry and simplified unilateral models |
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2 | (11) |
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2 | (1) |
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Structural failure mechanisms |
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3 | (3) |
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Experimental observations: results of typical tests |
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6 | (2) |
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Simplified uniaxial models |
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8 | (5) |
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Masonry behavior of regularly arranged masonry structures. Homogenization and refined models |
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13 | (11) |
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13 | (4) |
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Mechanical Behaviour of Masonry, Observations and Numerical Data |
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17 | (6) |
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23 | (1) |
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24 | (3) |
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27 | (184) |
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2 Mathematics of the Masonry-Like model and Limit Analysis |
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29 | (42) |
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29 | (2) |
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31 | (7) |
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38 | (2) |
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40 | (6) |
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The existence of equilibrium states |
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46 | (7) |
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53 | (5) |
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Families of measures and the weak compatibility of loads |
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58 | (4) |
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62 | (5) |
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67 | (4) |
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3 A numerical method for solving BVP of masonry-like solids |
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71 | (38) |
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71 | (33) |
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Explicit expression for the stress function for isotropic masonry-like materials and its derivative |
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73 | (4) |
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The equilibrium problem and a numerical method for its solution |
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77 | (5) |
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Comparison between the explicit and numerical solutions |
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82 | (5) |
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87 | (6) |
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A numerical method for dynamic analysis of slender masonry structures |
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93 | (11) |
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104 | (5) |
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4 Practical applications of unilateral models to Masonry Equilibrium |
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109 | (102) |
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109 | (9) |
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110 | (1) |
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Equilibrated stress fields, regularity of T |
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110 | (2) |
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Compatible displacement fields, regularity of u |
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112 | (1) |
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Dirac deltas: a familiar example |
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113 | (2) |
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Singular stress and strain as line Dirac deltas |
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115 | (3) |
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118 | (39) |
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Constitutive restrictions and equilibrium problem |
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119 | (1) |
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Statically admissible stress fields |
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120 | (1) |
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121 | (1) |
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Concavity of the Airy's stress function |
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122 | (2) |
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Kinematically admissible displacement fields |
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124 | (2) |
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Compatibility of loads and distortions |
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126 | (2) |
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Incompatibility of loads and distortions |
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128 | (2) |
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130 | (2) |
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Simple applications of the theorems of Limit Analysis |
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132 | (21) |
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153 | (4) |
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157 | (30) |
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A Premise on Minimum problems and the peculiarity of NT materials |
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157 | (1) |
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The Boundary Value Problem for NENT materials |
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158 | (3) |
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Strain energy density in 2d |
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161 | (1) |
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Function spaces for the potential energy functional |
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162 | (2) |
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Complementary energy functional |
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164 | (1) |
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Examples of non-existence |
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165 | (1) |
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Elementary analytical solutions |
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165 | (11) |
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Masonry-like panels under flexure, shear and compression: Mansfield-Fortunato semi-analytical solutions |
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176 | (11) |
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187 | (20) |
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The equilibrium problem for ML materials |
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188 | (3) |
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Numerical minimization strategy |
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191 | (5) |
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196 | (11) |
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207 | (4) |
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211 | |
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5 Modeling the interfaces in masonry structures |
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213 | (28) |
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213 | (3) |
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Some comments on experimental results |
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216 | (3) |
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Brick-brick interactions: dry friction |
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216 | (1) |
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Brick-mortar interactions |
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217 | (2) |
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Masonry structures without mortar: dry friction modeling (model 1) |
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219 | (7) |
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220 | (1) |
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220 | (1) |
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220 | (6) |
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Masonry blocks with mortar |
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226 | (11) |
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A phenomenological model taking the adhesion into account (model 2) |
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226 | (2) |
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Deductive models: linear (and non linear) multi-scale models |
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228 | (9) |
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237 | (1) |
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237 | (4) |
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6 Micro, Multiscale and Macro Models for Masonry Structures |
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241 | (52) |
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241 | (1) |
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242 | (13) |
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245 | (4) |
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249 | (6) |
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255 | (17) |
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259 | (1) |
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260 | (3) |
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263 | (4) |
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267 | (5) |
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272 | (12) |
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Plastic-nonlocal damage model |
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274 | (4) |
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278 | (1) |
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Plastic-damage rate problem |
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278 | (2) |
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280 | (4) |
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284 | (2) |
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286 | (7) |
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7 Homogenization and Seismic Assessment: Review and Recent Trends |
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293 | |
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Homogenization Theory, Basic Assumptions |
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293 | (30) |
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Closed-form and simplified solutions in the linear elastic range |
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296 | (5) |
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Simplified stress assumed FE discretization |
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301 | (3) |
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304 | (2) |
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Constant Stress Triangular elements discretization of the unit cell |
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306 | (3) |
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Homogenized failure surfaces |
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309 | (13) |
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Out-of-plane homogenized failure surfaces |
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322 | (1) |
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323 | (4) |
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In-plane loads: shear wall with central opening |
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324 | (1) |
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Out-of-plane loads: windowed panel in two-way bending |
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325 | (2) |
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Dynamics and Seismic Behaviour |
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327 | (8) |
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Masonry structures with box behaviour |
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328 | (3) |
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Masonry structures without box behaviour |
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331 | (4) |
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335 | (1) |
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336 | |
