UniSa - IRIS Institutional Research Information System

ASCIONE, Francesco
 Distribuzione geografica
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Continente #
NA - Nord America 5.404
AS - Asia 5.190
EU - Europa 1.972
SA - Sud America 353
AF - Africa 41
OC - Oceania 11
Continente sconosciuto - Info sul continente non disponibili 4
Totale 12.975
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Nazione #
US - Stati Uniti d'America 5.349
HK - Hong Kong 3.225
SG - Singapore 855
IT - Italia 699
CN - Cina 523
UA - Ucraina 363
BR - Brasile 305
RU - Federazione Russa 264
VN - Vietnam 264
DE - Germania 139
IE - Irlanda 131
FI - Finlandia 110
TR - Turchia 102
SE - Svezia 73
GB - Regno Unito 70
KR - Corea 67
IN - India 39
FR - Francia 29
CA - Canada 28
AR - Argentina 21
AT - Austria 20
PL - Polonia 18
IQ - Iraq 16
JP - Giappone 15
BD - Bangladesh 13
EG - Egitto 12
NL - Olanda 12
ZA - Sudafrica 12
MX - Messico 11
ES - Italia 9
AU - Australia 8
ID - Indonesia 8
IL - Israele 8
UZ - Uzbekistan 8
CO - Colombia 7
MO - Macao, regione amministrativa speciale della Cina 6
EC - Ecuador 5
LB - Libano 5
OM - Oman 5
PK - Pakistan 5
TN - Tunisia 5
VE - Venezuela 5
CZ - Repubblica Ceca 4
DO - Repubblica Dominicana 4
EU - Europa 4
GR - Grecia 4
IR - Iran 4
LT - Lituania 4
PH - Filippine 4
TW - Taiwan 4
UY - Uruguay 4
AE - Emirati Arabi Uniti 3
CH - Svizzera 3
CR - Costa Rica 3
DZ - Algeria 3
HR - Croazia 3
JM - Giamaica 3
JO - Giordania 3
NZ - Nuova Zelanda 3
BE - Belgio 2
BO - Bolivia 2
BY - Bielorussia 2
CL - Cile 2
KE - Kenya 2
LU - Lussemburgo 2
MA - Marocco 2
MK - Macedonia 2
MY - Malesia 2
PE - Perù 2
PT - Portogallo 2
RO - Romania 2
SK - Slovacchia (Repubblica Slovacca) 2
AF - Afghanistan, Repubblica islamica di 1
AL - Albania 1
AZ - Azerbaigian 1
BB - Barbados 1
ET - Etiopia 1
GE - Georgia 1
GT - Guatemala 1
HN - Honduras 1
HT - Haiti 1
KW - Kuwait 1
MD - Moldavia 1
MN - Mongolia 1
MT - Malta 1
NG - Nigeria 1
NI - Nicaragua 1
PA - Panama 1
SA - Arabia Saudita 1
SD - Sudan 1
SN - Senegal 1
ZW - Zimbabwe 1
Totale 12.975
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Città #
Hong Kong 3.223
Ann Arbor 1.257
Chandler 508
Jacksonville 451
Princeton 397
Dallas 350
Woodbridge 346
Singapore 283
Wilmington 281
Ashburn 205
Dong Ket 185
Houston 184
Dublin 128
Salerno 105
Nanjing 98
Beijing 95
Izmir 92
Andover 89
Boardman 74
Dearborn 64
Moscow 62
Pellezzano 57
Los Angeles 39
Ho Chi Minh City 33
Munich 32
Council Bluffs 29
Fairfield 29
Nanchang 29
New York 29
Changsha 28
Naples 24
São Paulo 24
Norwalk 23
Shenyang 23
Santa Clara 22
The Dalles 22
Columbus 21
Turku 21
Rome 20
Tianjin 20
Hebei 19
Mestre 19
Washington 19
Jiaxing 18
Milan 17
Paris 17
Hanoi 15
Florence 14
Redwood City 14
Nuremberg 13
Seattle 13
Tokyo 13
Warsaw 13
Falls Church 12
Nocera Superiore 12
Atlanta 11
Chennai 11
Rio de Janeiro 11
San Diego 11
Brooklyn 10
Denver 10
Domicella 10
Düsseldorf 10
Guangzhou 10
San Francisco 10
Baghdad 9
Helsinki 9
Lappeenranta 9
Montreal 9
Sarno 9
Vienna 9
Bologna 8
Cambridge 8
Jinan 8
London 8
Ottati 8
Poplar 8
Stockholm 8
Amsterdam 7
Ankara 7
Boston 7
Cairo 7
Johannesburg 7
Shanghai 7
Tashkent 7
Indiana 6
Manchester 6
Mexico City 6
Napoli 6
Redmond 6
San Donà Di Piave 6
San Jose 6
Sheffield 6
Acton 5
Bari 5
Chicago 5
Cisterna 5
Duque de Caxias 5
Haiphong 5
Menlo Park 5
Totale 9.576
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Nome #
An experimental study on the long-term behavior of CFRP pultruded laminates suitable to concrete structures 919
A novel ductile connection for FRP pultruded beam-to-column assemblies 699
An experimental analysis on the time-dependent behaviour of a CFRP retrofitting under sustained loads 520
The effects of fibre inclination angle and stacking sequence on the bearing load failure of GFRP laminates 478
Sustainable materials selection in industrial construction: A life-cycle based approach to compare the economic and structural performances of glass fibre reinforced polymer (GFRP) and steel 361
A mechanical innovative approach for studying the buckling behavior of composite beams 224
FRP adhesive lap-joints: a micro-scale mechanical approach 199
A closed-form equation for the local buckling moment of pultruded FRP I-beams in major-axis bending 196
Documento Tecnico CNR-DT 205/2007, Istruzioni per la Progettazione, l’Esecuzione ed il Controllo di Strutture realizzate con Profili Sottili Pultrusi di Materiale Composito Fibrorinforzato (FRP) 171
Behaviour of pultruded beam-to-column joints using epoxy resin 169
A FINITE ELEMENT ANALYSIS ON SHEAR AND NORMAL STRESSES IN ADHESIVELY-BONDED JOINTS OF COMPOSITE STRUCTURES 166
State of the Art of Steel Reinforced Grout Applications to Strengthen Masonry Structures 163
On the flexural behaviour of GFRP beams obtained by bonding simple panels: An experimental investigation 161
Axial/Bending Coupled Analysis for FRP Adhesive Lap Joints 158
INFLUENCE OF CURVATURE RADIUS IN ADHESIVE JOINTS 150
An experimental study on the long-term behavior of CFRP pultruded laminatessuitable to concrete structures rehabilitation 148
A numerical and experimental investigation on the shear forces distribution among the bolts of GFRP bolted joints 141
Bond behavior of SRP/SRG systems on concrete substrate: experimental investigation 139
Influence of web/flange reinforcement on the GFRP bonded beams mechanical response: A comparison with experimental results and a numerical prediction 139
An experimental investigation on the bond behavior of steel reinforced polymers on concrete substrate 134
Analisi numerica e sperimentale sulla distribuzione delle tensioni da rifollamento in giunzioni bullonate a doppia sovrapposizione tra profili pultrusi di FRP 129
The influence of bolt diameter on the bearing failure load of glass fibre/epoxy bolted laminates: an experimental investigation 124
Adhesive lap-joints: a micro-scale numerical investigation 124
An experimental study on the bearing strength of GFRP laminates 123
GFRP beams by bonding simple panels: a low-cost design strategy 123
Analisi delle tensioni in giunzioni bullonate tra profili pultrusi di FRP 119
A preliminary numerical and experimental investigation on the shear stress distribution on multi-row bolted FRP joints 119
Experimental and numerical evaluation of the axial stiffness of the web-to-flange adhesive connections in composite I-beams 118
The influence of the web-flange junction stiffness on the mechanical behaviour of thin-walled pultruded beams 115
Pseudo-ductile failure of adhesively joined GFRP beam-column connections: An experimental and numerical investigation 111
NUMERICAL EVALUATION OF THE LOCAL BUCKLING MOMENT FOR PULTRUDED FRP BEAMS 110
An experimental investigation on freezing and thawing durability of high performance fiber reinforced concrete (HPFRC) 110
Beam-Column connection for FRP structures 108
An experimental investigation on the bearing failure load of glass fibre/epoxy laminates 107
Mechanical behavior of FRP adhesive joints: A theoretical model 107
INFLUENZA DELLA PRESSIONE ESERCITATA DA RONDELLERIGIDE SULLA ROTTURA PER RIFOLLAMENTO DICONNESSIONI BULLONATE TRA LAMINATI COMPOSITIFIBRORINFORZATI: PRIMI RISULTATI SPERIMENTALI 106
A new design strategy for the realization of pultruded low cost beams 105
Pre-buckling behavior of composite beams: a mechanical innovative approach 103
On the Creep Behaviour of CFRP Pultruded Laminates: an Experimental Study 102
Strengthening of RC structures with SRP/SRG systems: bond tests - Rinforzo di strutture in c.a. con sistemi SRP/SRG: test di delaminazione 101
Bond behaviour of steel FRP/FRCM systems on concrete substrates: an experimental investigation 100
Adhesive Connections in Civil Engineering 100
Performance at collapse of adhesive bonding 99
Ultimate behaviour of adhesively bonded FRP lap joints 98
Updating Italian Design Guide CNR DT-205/2007 in View of Recent Research Findings: Requirements for Pultruded FRP Profiles 98
Beam-to-column adhesive connection between GFRP profiles 97
On The Shear Forces Distribution in Double Lap Bolted Frp Joints:Numerical and Experimental Investigations 96
Influence of initial geometric imperfections in the lateral buckling problem of thin walled pultruded GFRP I-profiles 96
A COMPARISON BETWEEN COMPOSITE AND STEEL BEAMS IN THE FLEXURAL-TORSIONAL EQUILIBRIUM PROBLEM 96
Editorial for the “FRP Structures” Special Issue 96
On the pin-bearing failure load of GFRP bolted laminates: An experimental analysis on the influence of bolt diameter 94
FE analysis of pultruded FRP built-up columns 94
Experimental bond behavior of Steel Reinforced Grout systems for strengthening concrete elements 94
Bond-slip models for the interface between steel fabric reinforced cementitious matrix and concrete substrate 94
Test procedure for creep prediction of CFRP structures 93
Stress analysis of bolted joints between FRP pultruded profiles 92
Strength and stiffness of adhesively bonded GFRP beam-column moment resisting connections 88
Phase change with voids and bubbles 87
FE modelling of buckling and postbuckling of pultruded FRP built-up columns with closely spaced profiles 87
FIRST EXPERIMENTAL RESULTS ON THE MECHANICAL BEHAVIOUR OF “PULTRUDED” BEAMS REALIZED BY BONDING MODULAR PLATES 86
Influenza della deformabilità tagliante sulla statica di profili compositi pultrusi 85
The influence of adhesion defects on the collapse of FRP adhesive joints 85
Hygrothermal durability of epoxy adhesives used in civil structural applications 84
Primi risultati sperimentali sul comportamento di collegamenti bullonati in strutture composite laminate 83
An Overview of the Design Approach to Strengthen Existing Reinforced Concrete Structures with SRG 83
LATERAL BUCKLING PROBLEM: MODIFICATIONS OF STANDARD GFRP SECTIONS SHAPE AND PROPORTIONS 82
L’influenza delle imperfezioni iniziali sul comportamento meccanico di profili compositi pultrusi 82
Giunti adesivi di FRP:influenza dell’effetto scala sulla resistenza meccanica 81
Eco-friendly alkali-activated mortars for structurals applications 80
Stress analysis of FRP composites bolted joints for civil engineering constructions 80
Modifications of standard GFRP sections shape and proportions for improved stiffness and lateral-torsional stability 80
GFRP beams obtained by bonding simple panels: a low cost design strategy 80
Indagine sperimentale sul comportamento viscoso di laminati pultrusi in fibra di carbonio 79
Curve adhesive joints 78
Indagine sperimentale sul comportamento di collegamenti bullonati in strutture composite laminate 77
GFRP hollow column to built-up beam adhesive connection: Mechanical behaviour under quasi-static, cyclic and fatigue loading 76
Failure Criteria for FRP Adhesive Lap Joints: A Comparative Analysis 75
Meccanismo di assorbimento della torsione nei sistemi c.a./FRP con sezione sottile aperta 74
Pre-buckling behavior of composite beams: an innovative approach 73
Mechanical behavior of web-flange junctions of GFRP beams obtained by bonding simple panels: an experimental investigation 72
SRP/SRG Strips Bonded to Concrete Substrate: Experimental Characterization 72
La qualificazione dell’esecuzione degli interventi di rinforzo con FRP a margine delle recenti Istruzioni per la Progettazione, l’Esecuzione ed il Controllo di Interventi di Consolidamento Statico mediante l’utilizzo di Compositi Fibrorinforzati (CNR-DT 200/2004) 71
NUCLEI ANTISISMICI DI C.A. PLACCATI CON LAMINE E/O TESSUTI DI FRP 70
Un’analisi numerica preliminare ed un dispositivo sperimentale per lo studio del comportamento di collegamenti bullonati in strutture composite laminate 70
MECHANICAL BEHAVIOUR OF ADHESIVE JOINTS: THE INFLUENCE OF CURVATURE RADIUS 70
The influence of the hygrothermal aging on the strength and stiffness of adhesives used for civil engineering applications with pultruded profiles: an experimental and numerical investigation 68
UN’ANALISI NUMERICA PRELIMINARE ED UNDISPOSITIVO SPERIMENTALE PER LO STUDIO DEL COMPORTAMENTO DI COLLEGAMENTI BULLONATIIN STRUTTURE COMPOSITE LAMINATE. XXXV Convegno Nazionale dell'Associazione Italiana per l'Analisi delle Sollecitazioni (AIAS) 64
Sulla rottura per rifollamento di laminati compositi pluristrato 64
FINITE ELEMENT ANALYSIS ON THE MECHANICAL BEHAVIOUR OF ADHESIVE LAP JOINTS 63
Civil structures made entirely from FRP pultruded beams 62
GIUNTI ADESIVI DI GFRP: UN APPROCCIO ALLA MICROSCALA 62
Influenza della deformabilità tagliante sulla statica di profili dei compositi pultrusi 62
Debonding evolution in nonlinear FRP-retrofitted RC beams with cohesive T interface 62
PRIMI RISULTATI SPERIMENTALISUL COMPORTAMENTO DI COLLEGAMENTI BULLONATIIN STRUTTURE COMPOSITE LAMINATE. XXXVI Convegno Nazionale dell'Associazione Italiana per l'Analisi delle Sollecitazioni (AIAS) 61
Risultati di un'indagine sperimentale sulla rottura per rifollamento di laminati compositi fibrorinforzati 61
INFLUENCE OF BOLT DIAMETER ON THE BEARING FAILURE LOAD OF GFRP BOLTED LAMINATES 61
Long term behaviour of CFRP laminates: an experimental test 58
null 57
La qualificazione dell’esecuzione degli interventi di rinforzo strutturale con FRP a margine delle recenti Istruzioni per la Progettazione, l’Esecuzione ed il Controllo di Interventi di Consolidamento Statico mediante l’utilizzo di Compositi Fibrorinforzati (CNR-DT 200/2004) 57
Numerical failure analysis of built-up columns composed of closely spaced pultruded FRP channels 55
Totale 12.443
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Categoria #
all - tutte 41.814
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 41.814
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021668 0 0 0 0 86 28 89 14 148 12 84 207
2021/2022820 29 0 22 19 13 27 28 38 99 93 133 319
2022/20231.223 118 100 19 170 170 245 10 114 183 5 66 23
2023/2024495 55 78 37 34 56 59 17 24 3 19 21 92
2024/20251.439 37 38 47 58 110 152 258 165 186 71 166 151
2025/20264.888 989 1.616 1.369 458 456 0 0 0 0 0 0 0
Totale 13.276