-
1
-
-
33750627977
-
Near-surface mounted FRP reinforcement: An emerging technique for strengthening structures
-
DOI 10.1016/j.compositesb.2006.08.003, PII S135983680600120X
-
De Lorenzis L, Teng JG (2007) Near-surface mounted FRP reinforcement: an emerging technique for strengthening structures. Compos B Eng 38(2):119-143 (Pubitemid 44692603)
-
(2007)
Composites Part B: Engineering
, vol.38
, Issue.2
, pp. 119-143
-
-
De Lorenzis, L.1
Teng, J.G.2
-
2
-
-
2542624377
-
Anchorage length of near-surface mounted FRP bars for concrete strengthening-analytical modeling
-
De Lorenzis L (2004) Anchorage length of near-surface mounted FRP bars for concrete strengthening-analytical modeling. ACI Struct J 101(3):375-386
-
(2004)
ACI Struct J
, vol.101
, Issue.3
, pp. 375-386
-
-
De Lorenzis, L.1
-
3
-
-
3042739594
-
Investigation of bond in concrete structures strengthened with near surface mounted carbon fiber reinforced polymer strips
-
DOI 10.1061/(ASCE)1090-0268(2003)7:3(248)
-
Hassan T, Rizkalla S (2003) Investigation of bond in concrete structures strengthened with near surface mounted carbon fiber reinforced polymer strips. ASCE J Compos Constr 7(3):248-257 (Pubitemid 40265689)
-
(2003)
Journal of Composites for Construction
, vol.7
, Issue.3
, pp. 248-257
-
-
Hassan, T.1
Rizkalla, S.2
-
6
-
-
73349102166
-
Effect of construction details on the bond performance of NSM FRP bars in concrete
-
Galati D, De Lorenzis L (2009) Effect of construction details on the bond performance of NSM FRP bars in concrete. Adv Struct Eng 12(5):683-700
-
(2009)
Adv Struct Eng
, vol.12
, Issue.5
, pp. 683-700
-
-
Galati, D.1
De Lorenzis, L.2
-
7
-
-
29244466599
-
Bond behaviour of CFRP strips glued into slits
-
Singapore
-
Blaschko M (2003) Bond behaviour of CFRP strips glued into slits. In: Proceedings FRPRCS-6, World Scientific, Singapore, pp 205-214
-
(2003)
Proceedings FRPRCS-6, World Scientific
, pp. 205-214
-
-
Blaschko, M.1
-
8
-
-
1842764836
-
Anchorage length of near-surface mounted FRP bars for concrete strengthening-experimental investigation and numerical modeling
-
De Lorenzis L, Lundgren K, Rizzo A (2004) Anchorage length of near-surface mounted FRP bars for concrete strengthening-experimental investigation and numerical modeling. ACI Struct J 101(2):269-278
-
(2004)
ACI Struct J
, vol.101
, Issue.2
, pp. 269-278
-
-
De Lorenzis, L.1
Lundgren, K.2
Rizzo, A.3
-
9
-
-
0035241292
-
Shear strengthening of reinforced concrete beams with NSM fiber-reinforced polymer rods
-
De Lorenzis L, Nanni A (2001) Shear strengthening of reinforced concrete beams with NSM fiber-reinforced polymer rods. ACI Struct J 98(1):60-68
-
(2001)
ACI Struct J
, vol.98
, Issue.1
, pp. 60-68
-
-
De Lorenzis, L.1
Nanni, A.2
-
10
-
-
59049104466
-
Behavior and capacity of RC beams strengthened in shear with NSM FRP reinforcement
-
Rizzo A, De Lorenzis L (2009) Behavior and capacity of RC beams strengthened in shear with NSM FRP reinforcement. Construct Build Mater 23(4):1555-1567
-
(2009)
Construct Build Mater
, vol.23
, Issue.4
, pp. 1555-1567
-
-
Rizzo, A.1
De Lorenzis, L.2
-
11
-
-
60449105107
-
Three dimensional mechanical model for simulating the NSM FRP strips shear strength contribution to RC beams
-
Bianco V, Barros JAO, Monti G (2009) Three dimensional mechanical model for simulating the NSM FRP strips shear strength contribution to RC beams. Eng Struct 31(4): 815-826
-
(2009)
Eng Struct
, vol.31
, Issue.4
, pp. 815-826
-
-
Bianco, V.1
Barros, J.A.O.2
Monti, G.3
-
13
-
-
33847619861
-
Reduction of the lateral thrust of masonry arches and vaults with FRP composites
-
DOI 10.1016/j.conbuildmat.2006.07.009, PII S0950061806001589
-
De Lorenzis L, Dimitri R, La Tegola A (2007) Reduction of the lateral thrust of masonry arches and vaults with FRP composites. Construct Build Mater 21(7):1415-1430 (Pubitemid 46367596)
-
(2007)
Construction and Building Materials
, vol.21
, Issue.7
, pp. 1415-1430
-
-
De Lorenzis, L.1
Dimitri, R.2
La Tegola, A.3
-
14
-
-
0036534134
-
FRP-strengthened RC beams. I: Review of debonding strength models
-
DOI 10.1016/S0141-0296(01)00105-5, PII S0141029601001055
-
Smith ST, Teng JG (2002) FRP-strengthened RC beams. I. Review of debonding strength models. Eng Struct 24(4):385-395 (Pubitemid 34276295)
-
(2002)
Engineering Structures
, vol.24
, Issue.4
, pp. 385-395
-
-
Smith, S.T.1
Teng, J.G.2
-
15
-
-
33947306889
-
Intermediate crack debonding in FRP-strengthened RC beams: FE analysis and strength model
-
DOI 10.1061/(ASCE)1090-0268(2007)11:2(161)
-
Lu XZ, Teng JG, Ye LP, Jiang JJ (2007) Intermediate crack debonding in FRP strengthened RC beams: FE analysis and strength model. ASCE J Compos Constr 11(2):161-174 (Pubitemid 46440067)
-
(2007)
Journal of Composites for Construction
, vol.11
, Issue.2
, pp. 161-174
-
-
Lu, X.Z.1
Teng, J.G.2
Ye, L.P.3
Jiang, J.J.4
-
16
-
-
0035400932
-
Interfacial stresses in plated beams
-
DOI 10.1016/S0141-0296(00)00090-0, PII S0141029600000900
-
Smith S, Teng JG (2001) Interfacial stresses in plated beams. Eng Struct 23:857-871 (Pubitemid 32399611)
-
(2001)
Engineering Structures
, vol.23
, Issue.7
, pp. 857-871
-
-
Smith, S.T.1
Teng, J.G.2
-
17
-
-
70349093012
-
Edge debonding in FRP strengthened beams: Stress versus energy failure criteria
-
Carpinteri A, Cornetti P, Pugno N (2009) Edge debonding in FRP strengthened beams: stress versus energy failure criteria. Eng Struct 31:2436-2447
-
(2009)
Eng Struct
, vol.31
, pp. 2436-2447
-
-
Carpinteri, A.1
Cornetti, P.2
Pugno, N.3
-
18
-
-
25444478866
-
Elastic analysis of adhesion stresses for the design of a strengthening plate bonded to a beam
-
DOI 10.1016/j.conbuildmat.2005.06.041, PII S0950061805002059, 2nd International Conference, Advanced Polymers Composites for Structural Applications in Construction
-
Stratford T, Cadei J (2006) Elastic analysis of adhesion stresses for the design of a strengthening plate bonded to a beam. Construct Build Mater 20(1-2):34-45 (Pubitemid 41360086)
-
(2006)
Construction and Building Materials
, vol.20
, Issue.1-2
, pp. 34-45
-
-
Stratford, T.1
Cadei, J.2
-
19
-
-
33750294081
-
Interfacial stresses in curved members bonded with a thin plate
-
DOI 10.1016/j.ijsolstr.2006.03.014, PII S002076830600076X
-
De Lorenzis L, Teng JG, Zhang L (2006) Elastic interfacial stresses in curved members bonded with a thin plate. Int J Solids Struct 43(25-26):7501-7517 (Pubitemid 44634462)
-
(2006)
International Journal of Solids and Structures
, vol.43
, Issue.25-26
, pp. 7501-7517
-
-
De Lorenzis, L.1
Teng, J.G.2
Zhang, L.3
-
20
-
-
1842480053
-
Full-range behavior of FRP-to-concrete bonded joints
-
DOI 10.1016/j.engstruct.2003.11.006, PII S0141029603002967
-
Yuan H, Teng JG, Seracino R, Wu ZS, Yao J (2004) Fullrange behaviour of FRP-to-concrete bonded joints. Eng Struct 26:553-565 (Pubitemid 38454215)
-
(2004)
Engineering Structures
, vol.26
, Issue.5
, pp. 553-565
-
-
Yuan, H.1
Teng, J.G.2
Seracino, R.3
Wu, Z.S.4
Yao, J.5
-
21
-
-
0035399279
-
Anchorage strength models for FRP and steel plates bonded to concrete
-
DOI 10.1061/(ASCE)0733-9445(2001)127:7(784), Reportnr 22327
-
Chen JF, Teng JG (2001) Anchorage strength models for FRP and steel plates bonded to concrete. ASCE J Struct Eng 127(7):784-791 (Pubitemid 32583223)
-
(2001)
Journal of Structural Engineering
, vol.127
, Issue.7
, pp. 784-791
-
-
Chen, J.F.1
Teng, J.G.2
-
23
-
-
18144382552
-
Bond-slip models for FRP sheets/plates bonded to concrete
-
DOI 10.1016/j.engstruct.2005.01.014, PII S014102960500057X, The Occasion of MEGA 2003
-
Lu XZ, Teng JG, Ye LP, Jiang JJ (2005) Bond-slip models for FRP sheets/plates bonded to concrete. Eng Struct 27(6):920-937 (Pubitemid 40621246)
-
(2005)
Engineering Structures
, vol.27
, Issue.6
, pp. 920-937
-
-
Lu, X.Z.1
Teng, J.G.2
Ye, L.P.3
Jiang, J.J.4
-
24
-
-
13944280595
-
Strengthening of masonry arches with fiber-reinforced polymer strips
-
DOI 10.1061/(ASCE)1090-0268(2004)8:3(191)
-
Foraboschi P (2004) Strengthening of masonry arches with fiber-reinforced polymer strips. ASCE J Compos Constr 8(3):191-202 (Pubitemid 40265641)
-
(2004)
Journal of Composites for Construction
, vol.8
, Issue.3
, pp. 191-202
-
-
Foraboschi, P.1
-
25
-
-
0035425246
-
Behavior of brick masonry vaults strengthened by FRP laminates
-
DOI 10.1061/(ASCE)1090-0268(2001)5:3(163), Reportnr 22146
-
Valluzzi MR, Valdemarca M, Modena C (2001) Behavior of brick masonry vaults strengthened by FRP laminates. J Compos Constr 5(3):163-169 (Pubitemid 32715322)
-
(2001)
Journal of Composites for Construction
, vol.5
, Issue.3
, pp. 163-169
-
-
Valluzzi, M.R.1
Valdemarca, M.2
Modena, C.3
-
26
-
-
63149091607
-
Interfacial stress analysis and prediction of debonding for a thin plate bonded to a curved substrate
-
De Lorenzis L, Zavarise G (2009) Interfacial stress analysis and prediction of debonding for a thin plate bonded to a curved substrate. Int J Non-Linear Mech 44:358-370
-
(2009)
Int J Non-Linear Mech
, vol.44
, pp. 358-370
-
-
De Lorenzis, L.1
Zavarise, G.2
-
27
-
-
77957816278
-
Debonding analysis of thin plates from curved substrates
-
De Lorenzis L, Zavarise G (2010) Debonding analysis of thin plates from curved substrates. Eng Fract Mech 77:3310-3328
-
Eng Fract Mech
, vol.77
, pp. 3310-3328
-
-
De Lorenzis, L.1
Zavarise, G.2
-
28
-
-
48949101843
-
Modeling of mixed-mode debonding in the peel test applied to superficial reinforcements
-
De Lorenzis L, Zavarise G (2008) Modeling of mixed-mode debonding in the peel test applied to superficial reinforcements. Int J Solids Struct 45:5419-5436
-
(2008)
Int J Solids Struct
, vol.45
, pp. 5419-5436
-
-
De Lorenzis, L.1
Zavarise, G.2
-
30
-
-
27744464609
-
Debonding of FRP plated concrete: A tri-layer fracture treatment
-
DOI 10.1016/j.engfracmech.2005.07.007, PII S0013794405001724
-
Au C, Buyukozturk O (2006) Debonding of FRP plated concrete: a tri-layer fracture treatment. Eng Fract Mech 73(3):348-365 (Pubitemid 41600455)
-
(2006)
Engineering Fracture Mechanics
, vol.73
, Issue.3
, pp. 348-365
-
-
Au, C.1
Buyukozturk, O.2
-
31
-
-
40849106332
-
Debonding analysis of fiber-reinforced- polymer strengthened beams: Cohesive zone modeling versus a linear elastic fracture mechanics approach
-
Rabinovitch O (2008) Debonding analysis of fiber-reinforced- polymer strengthened beams: cohesive zone modeling versus a linear elastic fracture mechanics approach. Eng Fract Mech 75:2842-2859
-
(2008)
Eng Fract Mech
, vol.75
, pp. 2842-2859
-
-
Rabinovitch, O.1
-
32
-
-
77957789712
-
Linear elastic fracture mechanics approach to edge debonding in rectilinear and curved plated beams
-
De Lorenzis L, Paggi M, Carpinteri A, Zavarise G (2009) Linear elastic fracture mechanics approach to edge debonding in rectilinear and curved plated beams. Adv Struct Eng 13(5):875-889
-
(2009)
Adv Struct Eng
, vol.13
, Issue.5
, pp. 875-889
-
-
De Lorenzis, L.1
Paggi, M.2
Carpinteri, A.3
Zavarise, G.4
-
33
-
-
70349750177
-
Cohesive zone modelling of interfacial stresses in plated beams
-
De Lorenzis L, Zavarise G (2009) Cohesive zone modelling of interfacial stresses in plated beams. Int J Solids Struct 46(24):4181-4191
-
(2009)
Int J Solids Struct
, vol.46
, Issue.24
, pp. 4181-4191
-
-
De Lorenzis, L.1
Zavarise, G.2
-
34
-
-
0031276107
-
Strengthening of beams by plate bonding
-
Taljsten B (1997) Strengthening of beams by plate bonding. ASCE J Mater Civil Eng 9(4):206-212
-
(1997)
ASCE J Mater Civil Eng
, vol.9
, Issue.4
, pp. 206-212
-
-
Taljsten, B.1
-
35
-
-
0025449007
-
Effect of fiber debonding in a whiskerreinforced metal
-
Tvergaard V (1990) Effect of fiber debonding in a whiskerreinforced metal. Mater Sci Eng A 125:203-213
-
(1990)
Mater Sci Eng A
, vol.125
, pp. 203-213
-
-
Tvergaard, V.1
-
36
-
-
33845284653
-
Void nucleation by inclusion debonding in a crystal matrix
-
Xu XP, Needleman A (1993) Void nucleation by inclusion debonding in a crystal matrix. Model Simul Mater Sci Eng 1(2):111-132
-
(1993)
Model Simul Mater Sci Eng
, vol.1
, Issue.2
, pp. 111-132
-
-
Xu, X.P.1
Needleman, A.2
-
37
-
-
77955517339
-
Copper-rubber interface delamination in stretchable electronics
-
Hoefnagels JPM, Neggers J, Timmermans PHM, van der Sluis O, Geers MGD (2010) Copper-rubber interface delamination in stretchable electronics. Scripta Mater 63:875-878
-
(2010)
Scripta Mater
, vol.63
, pp. 875-878
-
-
Hoefnagels, J.P.M.1
Neggers, J.2
Timmermans, P.H.M.3
Van Der Sluis, O.4
Geers, M.G.D.5
-
38
-
-
84871530272
-
A coupled interface-body nonlocal damage model for FRP strengthening detachment
-
doi:10.1007/s00466-011-0592-7
-
Marfia S, Sacco E, Toti J (2011) A coupled interface-body nonlocal damage model for FRP strengthening detachment. Comput Mech. doi:10.1007/s00466-011- 0592-7
-
(2011)
Comput Mech.
-
-
Marfia, S.1
Sacco, E.2
Toti, J.3
-
40
-
-
0001360539
-
The behavior of inverted pendulum structures during earthquakes
-
Housner GW (1963) The behavior of inverted pendulum structures during earthquakes. Bull Seismol Soc Am 53(2):403-417
-
(1963)
Bull Seismol Soc Am
, vol.53
, Issue.2
, pp. 403-417
-
-
Housner, G.W.1
-
41
-
-
0001016117
-
Modelling the dynamics of large block structures
-
Augusti G, Sinopoli A (1992) Modelling the dynamics of large block structures. Meccanica 27(3):195-211
-
(1992)
Meccanica
, vol.27
, Issue.3
, pp. 195-211
-
-
Augusti, G.1
Sinopoli, A.2
-
43
-
-
0027062379
-
The masonry arch as a four-link mechanism under base motion
-
Oppenheim IJ (1992) The masonry arch as a four-link mechanism under base motion. Earthquake Eng Struct Dyn 21:1005-1017 (Pubitemid 23387839)
-
(1992)
Earthquake Engineering & Structural Dynamics
, vol.21
, Issue.11
, pp. 1005-1017
-
-
Oppenheim, I.J.1
-
44
-
-
0032076729
-
Introduction to dynamics of stone arches
-
Clemente P (1998) Introduction to dynamics of stone arches. Earthquake Eng Struct Dyn 27:513-522
-
(1998)
Earthquake Eng Struct Dyn
, vol.27
, pp. 513-522
-
-
Clemente, P.1
-
46
-
-
19044384848
-
-
Itasca Consulting Group, Minneapolis
-
Itasca Consulting Group (2004) UDEC version 4.0 user's guide. Minneapolis
-
(2004)
UDEC Version 4.0 User's Guide
-
-
-
47
-
-
58049096793
-
Assessment of rocking stability of masonry arches in seismic regions
-
De Jong M, De Lorenzis L, Adams S, Ochsendorf J (2008) Assessment of rocking stability of masonry arches in seismic regions. Earthquake Spectra 24(4):847-865
-
(2008)
Earthquake Spectra
, vol.24
, Issue.4
, pp. 847-865
-
-
De Jong, M.1
De Lorenzis, L.2
Adams, S.3
Ochsendorf, J.4
-
48
-
-
80053379546
-
Numerical study on the dynamic behavior of masonry columns and arches on buttresses with the discrete element method
-
Dimitri R, De Lorenzis L, Zavarise G (2011) Numerical study on the dynamic behavior of masonry columns and arches on buttresses with the discrete element method. Eng Struct 33(12):3172-3188
-
(2011)
Eng Struct
, vol.33
, Issue.12
, pp. 3172-3188
-
-
Dimitri, R.1
De Lorenzis, L.2
Zavarise, G.3
-
49
-
-
0036720278
-
Numerical prediction of the earthquake response of classical columns using the distinct element method
-
Papantonopoulos C, Psycharis IN, Papastamatiou DJ, Lemos JV, Mouzakis H (2002) Numerical prediction of the earthquake response of classical columns using the distinct element method. Earthquake Eng Struct Dyn 31:1699-1717
-
(2002)
Earthquake Eng Struct Dyn
, vol.31
, pp. 1699-1717
-
-
Papantonopoulos, C.1
Psycharis, I.N.2
Papastamatiou, D.J.3
Lemos, J.V.4
Mouzakis, H.5
-
53
-
-
69549119957
-
The node-to-segment algorithm for 2D frictionless contact: Classical formulation and special cases
-
Zavarise G, De Lorenzis L (2009) The node-to-segment algorithm for 2D frictionless contact: classical formulation and special cases. Comput Methods Appl Mech Eng 198:3428-3451
-
(2009)
Comput Methods Appl Mech Eng
, vol.198
, pp. 3428-3451
-
-
Zavarise, G.1
De Lorenzis, L.2
-
54
-
-
0022107764
-
A perturbed Lagrangian formulation for the finite element solution of contact problems
-
Simo JC,Wriggers P, Taylor RL (1985)A perturbed Lagrangian formulation for the finite element solution of contact problems. Comput Methods Appl Mech Eng 50:163-180
-
(1985)
Comput Methods Appl Mech Eng
, vol.50
, pp. 163-180
-
-
Simo Jcwriggers, P.1
Taylor, R.L.2
-
55
-
-
0032143146
-
A segment-to-segment contact strategy
-
DOI 10.1016/S0895-7177(98)00138-1, PII S0895717798001381
-
Zavarise G, Wriggers P (1998) A segment-to-segment contact strategy. Math Comput Model 28:497-515 (Pubitemid 28448182)
-
(1998)
Mathematical and Computer Modelling
, vol.28
, Issue.4-8
, pp. 497-515
-
-
Zavarise, G.1
Wriggers, P.2
-
56
-
-
6444231650
-
A mortar segment-to-segment frictional contact method for large deformations
-
DOI 10.1016/j.cma.2004.06.001, PII S0045782504002518
-
Puso MA, Laursen TA (2004) A mortar segment-tosegment frictional contact method for large deformations. Comput Methods Appl Mech Eng 193: 4891-4913 (Pubitemid 39408007)
-
(2004)
Computer Methods in Applied Mechanics and Engineering
, vol.193
, Issue.45-47
, pp. 4891-4913
-
-
Puso, M.A.1
Laursen, T.A.2
-
57
-
-
21044443461
-
Isogeometric analysis: CAD, finite elements, NURBS, exact geometry and mesh refinement
-
DOI 10.1016/j.cma.2004.10.008, PII S0045782504005171
-
Hughes TJR, Cottrell JA, Bazilevs Y (2005) Isogeometric analysis: CAD, finite elements, NURBS, exact geometry and mesh refinement. Comput Methods Appl Mech Eng 194:4135-4195 (Pubitemid 40875970)
-
(2005)
Computer Methods in Applied Mechanics and Engineering
, vol.194
, Issue.39-41
, pp. 4135-4195
-
-
Hughes, T.J.R.1
Cottrell, J.A.2
Bazilevs, Y.3
-
59
-
-
78650676600
-
Isogeometric contact analysis: Geometric basis and formulation for frictionless contact
-
Lu J (2011) Isogeometric contact analysis: geometric basis and formulation for frictionless contact. Comput Methods Appl Mech Eng 200:726-741
-
(2011)
Comput Methods Appl Mech Eng
, vol.200
, pp. 726-741
-
-
Lu, J.1
-
60
-
-
80051946538
-
A large deformation frictional contact formulation using NURBS-based isogeometric analysis
-
De Lorenzis L, Temizer I, Wriggers P, Zavarise G (2011) A large deformation frictional contact formulation using NURBS-based isogeometric analysis. Int J Numer Methods Eng 87:1278-1300
-
(2011)
Int J Numer Methods Eng
, vol.87
, pp. 1278-1300
-
-
De Lorenzis, L.1
Temizer, I.2
Wriggers, P.3
Zavarise, G.4
-
61
-
-
84855342311
-
A mortar formulation for 3D large deformation contact using NURBS-based isogeometric analysis and the augmented Lagrangian method
-
De Lorenzis L, Wriggers P, Zavarise G (2012) A mortar formulation for 3D large deformation contact using NURBS-based isogeometric analysis and the augmented Lagrangian method. Comput Mech 49(1):1-20
-
(2012)
Comput Mech
, vol.49
, Issue.1
, pp. 1-20
-
-
De Lorenzis, L.1
Wriggers, P.2
Zavarise, G.3
|