an orthotropic continuum model for the analysis of masonry structures

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38 1995 TNO-95-NM-R0712a) Total deformed mesh b) Incremental deformed mesh-2.40-2.05-1.70-1.36-1.01-0.67-0.320.03[MPa]c) Cracks d) Minimum principal stressesFig. 39 - Numerical results for a horizontal displacement d = 1.0 mm. Wall W1a) Total deformed mesh b) Incremental deformed mesh-3.94-3.37-2.79-2.22-1.64-1.06-0.490.09[MPa]c) Cracks d) Minimum principal stressesFig. 40 - Numerical results for a horizontal displacement d = 2.0 mm. Wall W1
TNO-95-NM-R0712 1995 39a) Total deformed mesh b) Incremental deformed mesh-5.43-4.64-3.85-3.06-2.27-1.49-0.700.09[MPa]c) Cracks d) Minimum principal stressesFig. 41 - Numerical results for a horizontal displacement d = 4.0 mm. Wall W1a) Total deformed mesh b) Incremental deformed mesh-6.48-5.53-4.58-3.64-2.69-1.75-0.800.14[MPa]c) Cracks d) Minimum principal stressesFig. 42 - Numerical results for a horizontal displacement d = 6.0 mm. Wall W1
Page 1 and 2: Delft University of TechnologyFacul
Page 3 and 4: TNO-95-NM-R0712 1995 11. INTRODUCTI
Page 5 and 6: TNO-95-NM-R0712 1995 3surfaces sugg
Page 7 and 8: TNO-95-NM-R0712 1995 52. TENSION -
Page 9 and 10: TNO-95-NM-R0712 1995 7τxyτ uσxft
Page 11 and 12: TNO-95-NM-R0712 1995 9whereúκ t =
Page 13 and 14: TNO-95-NM-R0712 1995 11σ n+1 = η
Page 15 and 16: TNO-95-NM-R0712 1995 132.3 Features
Page 17 and 18: TNO-95-NM-R0712 1995 15Ñ The norma
Page 19 and 20: TNO-95-NM-R0712 1995 173. COMPRESSI
Page 21 and 22: TNO-95-NM-R0712 1995 19σ cσ pσ m
Page 23 and 24: TNO-95-NM-R0712 1995 21[MPa]-10.0-8
Page 25 and 26: TNO-95-NM-R0712 1995 238.0/ f myf m
Page 27 and 28: TNO-95-NM-R0712 1995 254. A COMPOSI
Page 29 and 30: TNO-95-NM-R0712 1995 275. EXAMPLESI
Page 31 and 32: TNO-95-NM-R0712 1995 29Horizontal f
Page 33 and 34: TNO-95-NM-R0712 1995 31a) Total def
Page 35 and 36: TNO-95-NM-R0712 1995 33The explanat
Page 37 and 38: TNO-95-NM-R0712 1995 355.2 ETH Zuri
Page 39: TNO-95-NM-R0712 1995 37For the nume
Page 43 and 44: TNO-95-NM-R0712 1995 415.2.2 Wall W
Page 45 and 46: TNO-95-NM-R0712 1995 43c) Cracks d)
Page 47 and 48: TNO-95-NM-R0712 1995 455.2.3 Compar
Page 49 and 50: TNO-95-NM-R0712 1995 477. REFERENCE
Page 51 and 52: TNO-95-NM-R0712 1995 49APPENDIX APE
Page 53 and 54: TNO-95-NM-R0712 1995 51Plastic step
Page 55: TNO-95-NM-R0712 1995 53-10.0-8.0yxd

an orthotropic continuum model for the analysis of masonry structures

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