CRIS Current Research Information System

CARLONI, CHRISTIAN
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 5.066
EU - Europa 3.620
AS - Asia 2.014
AF - Africa 267
Continente sconosciuto - Info sul continente non disponibili 18
SA - Sud America 18
OC - Oceania 9
Totale 11.012
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 5.050
GB - Regno Unito 938
IT - Italia 767
DE - Germania 722
CN - Cina 713
SG - Singapore 517
VN - Vietnam 322
SE - Svezia 282
IN - India 240
UA - Ucraina 161
FR - Francia 151
IE - Irlanda 148
RU - Federazione Russa 142
TG - Togo 114
EE - Estonia 76
ZA - Sudafrica 76
JO - Giordania 65
CI - Costa d'Avorio 49
GR - Grecia 38
BG - Bulgaria 37
FI - Finlandia 37
IR - Iran 36
TR - Turchia 31
CH - Svizzera 24
BE - Belgio 18
HK - Hong Kong 17
CA - Canada 16
AT - Austria 15
EU - Europa 15
PT - Portogallo 15
JP - Giappone 14
SC - Seychelles 13
BR - Brasile 12
ES - Italia 12
AU - Australia 9
ID - Indonesia 9
KR - Corea 9
IQ - Iraq 8
NG - Nigeria 8
HR - Croazia 7
NL - Olanda 7
BD - Bangladesh 6
LB - Libano 5
PL - Polonia 5
RO - Romania 5
EG - Egitto 4
RS - Serbia 4
TW - Taiwan 4
A2 - ???statistics.table.value.countryCode.A2??? 3
CL - Cile 3
CZ - Repubblica Ceca 3
IL - Israele 3
PE - Perù 3
SA - Arabia Saudita 3
SI - Slovenia 3
LY - Libia 2
PH - Filippine 2
UZ - Uzbekistan 2
AE - Emirati Arabi Uniti 1
CY - Cipro 1
DK - Danimarca 1
ET - Etiopia 1
KW - Kuwait 1
LA - Repubblica Popolare Democratica del Laos 1
LK - Sri Lanka 1
NO - Norvegia 1
PK - Pakistan 1
QA - Qatar 1
SK - Slovacchia (Repubblica Slovacca) 1
YE - Yemen 1
Totale 11.012
Salva come PNG Salva come JPEG
Città #
Southend 838
Fairfield 571
Santa Clara 468
Ashburn 461
Singapore 456
Chandler 437
Wilmington 298
Frankfurt am Main 280
Woodbridge 275
Seattle 253
Houston 233
Princeton 224
Dong Ket 215
Cambridge 177
Boardman 171
Bologna 156
Dublin 148
Ann Arbor 143
Lomé 114
Westminster 97
Jacksonville 96
Nanjing 95
Padova 92
Berlin 74
Amman 65
Medford 57
Saint Petersburg 55
Jinan 54
Abidjan 49
Shenyang 46
Beijing 39
Hebei 39
San Diego 39
Sofia 37
Turin 37
Helsinki 35
Milan 32
Nanchang 27
Redmond 27
Rome 22
Changsha 21
Des Moines 21
Guangzhou 20
Pune 20
Tianjin 20
Lund 19
Zhengzhou 19
Florence 18
Fremont 18
Haikou 18
Shanghai 18
Falls Church 17
Mülheim 17
Norwalk 17
Brussels 16
Dearborn 16
Jiaxing 15
Bern 14
Istanbul 14
Olalla 14
Chennai 13
Redwood City 13
Vienna 13
Los Angeles 12
Napoli 12
New York 12
Ningbo 11
Mahé 10
Siena 10
Taizhou 10
Tokyo 10
Abeokuta 8
Chengdu 8
Faenza 8
Hangzhou 8
Jakarta 8
Phoenix 8
Shenzhen 8
Taiyuan 8
Augusta 7
Bursa 7
Palermo 7
Salerno 7
Dhaka 6
Fuzhou 6
Hyderabad 6
London 6
Manchester 6
New Delhi 6
Paris 6
Parma 6
Ravenna 6
Rolla 6
Wenzhou 6
Athens 5
Chicago 5
Forlì 5
Gyeonggi-do 5
Kunming 5
Lanzhou 5
Totale 7.698
Salva come PNG Salva come JPEG
Nome #
Materiali compositi fibrorinforzati a matrice geopolimerica per il rinforzo di strutture in calcestruzzo armato o in muratura 226
Guide to Design and Construction of Externally Bonded Fabric-Reinforced Cementitious Matrix (FRCM) and Steel-Reinforced Grout (SRG) Systems for Repair and Strengthening Masonry Structures 212
Debonding between FRP and underlying masonry: First results of a 3D finite element model 192
Adhesion between SRP and masonry: Influence of moist condition of specimens and presence of salts in the substrate 191
Fracture analysis for orthotropic cracked plates 178
Salt-Induced Deterioration on FRP-Brick Masonry Bond 172
Buckling of Thin-Walled Cracked Columns 168
Confinement of Masonry Columns with PBO FRCM Composites 165
Effects of rising damp and salt crystallization cycles in FRCM-masonry interfacial debonding: Towards an accelerated laboratory test method 158
Role of the Matrix Layers in the Stress-Transfer Mechanism of FRCM Composites Bonded to a Concrete Substrate 147
An investigation on the “width and size effect” in the evaluation of the fracture energy of concrete 142
Bond of steel bars to masonry mortar joints: Test results and analytical modelling 142
The effect of the shape of the cohesive material law on the stress transfer at the FRP-masonry interface 136
Column buckling coupled with fracture 133
An investigation of the debonding mechanism in steel FRP- and FRCM-concrete joints 133
Assessing the suitability of fly ash geopolymer for strengthening existing reinforced concrete structure 133
Steel fiber reinforced geopolymer matrix (S-FRGM) composites applied to reinforced concrete structures for strengthening applications: A preliminary study 133
Bond Behavior between Tuff and Fired-Clay Brick Masonry Blocks and SRG Composites 133
Bond analysis of FRCM strengthened masonry subjected to salt attack 128
Buckling of Multicracked Columns 127
An Understanding of the Width Effect in FRP–Concrete Debonding 127
Strain energy density prediction of crack initiation and direction in cracked T-beams and pipes 126
The role of mortar matrix in the bond behavior and salt crystallization resistance of FRCM applied to masonry 125
Effect of the inherent eccentricity in single-lap direct-shear tests of PBO FRCM-concrete joints 123
Determination of the interfacial properties of SRP strips bonded to concrete and comparison between single-lap and notched beam tests 120
Determination of the interfacial cohesive material law for SRG composites bonded to a masonry substrate 120
A comparison of the bond behavior of PBO-FRCM composites determined by double-lap and single-lap shear tests 119
Destructive In Situ Tests on Masonry Arches Strengthened with FRCM Composite Materials 118
A comparison between the bond behavior of SRP and SRG strengthening systems applied to a masonry substrate 118
Experimental Analysis of the Bond Behavior of Glass, Carbon, and Steel FRCM Composites 117
An indirect method to calibrate the interfacial cohesive material law for FRCM-concrete joints 117
A study of the debonding mechanism in steel and basalt FRCM-masonry joints 116
Durability of steel FRCM-masonry joints: effect of water and salt crystallization 115
Confinement of Masonry Columns with Steel and Basalt FRCM Composites 115
Biaxial load effect on crack initiation for orthotropic materials 113
Adhesion between SRP and masonry: Laboratory simulations of the field moisture and salt conditions 113
Bond between EBR FRP and concrete 110
An Investigation of the Debonding Mechanism between FRCM Composites and a Masonry Substrate 109
Numerical modeling of FRP strips bonded to a masonry substrate 109
Analyzing bond characteristics between composites and quasi-brittle substrates in the repair of bridges and other concrete structures 108
An Investigation of PBO FRCM-Concrete joint behavior using a three-dimensional numerical approach 107
Investigation of bond behavior of polyparaphenylene benzobisoxazole fiber-reinforced cementitious matrix composite-concrete interface 104
Torsional behavior of RC beams strengthened with PBO-FRCM composite – An experimental study 104
Effetto scala nei problemi di interfaccia FRP/calcetsruzzo 102
Flexural behavior of RC beams strengthened with steel-FRCM composite 102
Loading rate effect on the debonding phenomenon in fiber reinforced cementitious matrix-concrete joints 102
A study of the compressive behavior of concrete columns confined with SRP jackets using digital image analysis 101
A Study of the fracture process at the FRP-masonry interface: the role of the periodic pattern of bricks and mortar joints 100
Fiber reinforced composites with cementitious (Inorganic) matrix 99
Use of digital image analysis to determine fracture properties of alkali-activated mortars 99
Concrete columns confined with SRP: Effect of the size, cross-sectional shape and amount of confinement 98
Prediction of fracture initiation and growth direction of orthotropic material 96
Investigation of the Interface Fracture during Debonding between FRP and Masonry 96
Shear Debonding of FRP from Concrete: the Influence of FRP Sheet Width on Load Carrying Capacity 96
Advances in Knowledge of the Fracture Properties of Cohesive Materials: Fired-Clay and Tuff Bricks 95
FRP-masonry interfacial debonding: An energy balance approach to determine the influence of the mortar joints 94
Fracture Response of cracked orthotropic plates 93
Matrix–fiber bond behavior in PBO FRCM composites: A fracture mechanics approach 93
Fatigue and post-fatigue behavior of PBO FRCM-concrete joints 93
Experimental determination of FRP–concrete cohesive interface properties under fatigue loading 90
American Concrete Institute, ACI Special Publication 286: Preface 90
Interfacial Fracture Properties of FRCM Composites Bonded to a Quasi-Brittle Material 90
Direct determination of cohesive stress transfer during debonding of FRP from concrete 89
Geopolymer mortars for strengthening existing reinforced concrete structures 89
Ipotesi di progetto museale per gli spazi del convento di sant'Agostino a Cesena 88
Buckling Analysis of Eccentrically Loaded Cracked Columns 87
Fatigue crack growth in structural alloy as predicted by the strain energy density theory 86
Periodic variation of the transferable load at the FRP-masonry interface 86
Crack growth in an orthotropic medium 86
FRACTURE PROPERTIES OF ALKALI ACTIVATED MORTARS 86
Confinement of clay masonry columns with SRG 86
Scaling effect in FRP/concrete interface debonding 85
Stability of multi-cracked beams 85
FRP-Masonry Debonding: Numerical and Experimental Study of the Role of Mortar Joints 85
Investigation of sub-critical fatigue crack growth in FRP/concrete cohesive interface using digital image analysis 84
Influence of the width of the specimen on the fracture response of concrete notched beams 84
Influence of the substrate characteristics on the bond behavior of PBO FRCM-concrete joints 84
Effect of Steel-Reinforced Grout Confinement on Concrete Square and Cylindrical Columns 84
Geometric Scaling and Instability in FRP-Concrete Debonding 83
Masonry orthotropic vaults in historical construction: the herring bone pattern technology 82
Flexural behavior of RC beams strengthened with SRG - Comportamento a flessione di travi in c.a. rinforzate con SRG 81
Special problems 79
Mode-I fracture testing of alkali activated materials 79
Maximum circumferential stress criterion applied to orthotropic materials 79
Width effect in the interface fracture during debonding of FRP from concrete 75
Application of fracture mechanics to debonding of FRP from RC members 75
Mechanical characterization of SRG composites according to AC434 73
Fatigue crack growth for orthotropic plates under biaxial load 71
In modelling the behaviour and strength of laminated glass structures 71
Preliminary studies on the suitability of coal fly ash geopolymer mortars for strengthening existing concrete and masonry structures 68
Study of the effectiveness of anchorages applied to SRG strips bonded to masonry blocks 66
Three-dimensional frame structures with uncertain edge-cracks 63
Interfacial Bond Characteristics of Fiber Reinforced Concrete Mortar for External Strengthening of Reinforced Concrete Members 61
Width Effect in FRP-Concrete Debonding Mechanism: A New Formula 61
The influence of non singular terms on fracture response of cracked orthotropic plates 58
Prediction of fracture initiation and growth direction of orthotropic material 58
Effetto scala nei problemi di interfaccia FRP/calcestruzzo 58
DURABILITY OF FRP-CONCRETE INTERFACE UNDER FATIGUE LOADING 54
Fatigue behavior of PBO FRCM composite applied to concrete substrate 53
Experimental investigation of FRCM-concrete interfacial debonding 52
Totale 10.505
Salva come PNG Salva come JPEG
Categoria #
all - tutte 30.669
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 27
Totale 30.696
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.583 0 0 0 0 0 236 255 303 314 165 132 178
2020/20211.506 274 76 24 47 68 64 30 57 251 115 78 422
2021/20221.756 156 101 132 82 182 116 51 141 48 79 283 385
2022/20232.033 200 349 87 222 119 145 67 127 397 52 135 133
2023/2024808 24 146 56 48 94 171 34 64 24 39 42 66
2024/20251.902 166 453 264 199 691 129 0 0 0 0 0 0
Totale 11.266