UniSa - IRIS Institutional Research Information System

ASCIONE, Francesco
 Distribuzione geografica
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Continente #
NA - Nord America 7.068
AS - Asia 6.318
EU - Europa 2.845
SA - Sud America 500
Continente sconosciuto - Info sul continente non disponibili 321
AF - Africa 101
OC - Oceania 15
Totale 17.168
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Nazione #
US - Stati Uniti d'America 6.924
HK - Hong Kong 3.317
SG - Singapore 1.335
IT - Italia 1.311
CN - Cina 678
VN - Vietnam 431
BR - Brasile 383
UA - Ucraina 371
RU - Federazione Russa 279
DE - Germania 168
FR - Francia 143
IE - Irlanda 135
FI - Finlandia 124
TR - Turchia 110
GB - Regno Unito 95
IN - India 84
KR - Corea 75
SE - Svezia 75
CA - Canada 65
BD - Bangladesh 63
IQ - Iraq 39
AR - Argentina 38
JP - Giappone 35
ZA - Sudafrica 29
MX - Messico 27
NL - Olanda 26
AT - Austria 21
PL - Polonia 21
CO - Colombia 20
ID - Indonesia 17
PK - Pakistan 17
EG - Egitto 15
EC - Ecuador 14
ES - Italia 14
TN - Tunisia 14
UZ - Uzbekistan 13
VE - Venezuela 13
AU - Australia 12
JM - Giamaica 12
SA - Arabia Saudita 12
PT - Portogallo 11
CL - Cile 10
IL - Israele 10
MO - Macao, regione amministrativa speciale della Cina 10
MY - Malesia 10
PH - Filippine 10
ET - Etiopia 9
UY - Uruguay 9
OM - Oman 8
CR - Costa Rica 7
KE - Kenya 7
MA - Marocco 7
AE - Emirati Arabi Uniti 6
DZ - Algeria 6
JO - Giordania 6
LB - Libano 6
NI - Nicaragua 6
BO - Bolivia 5
CZ - Repubblica Ceca 5
GR - Grecia 5
GT - Guatemala 5
LT - Lituania 5
NP - Nepal 5
AL - Albania 4
BB - Barbados 4
BY - Bielorussia 4
CH - Svizzera 4
DO - Repubblica Dominicana 4
EU - Europa 4
HR - Croazia 4
IR - Iran 4
PE - Perù 4
TW - Taiwan 4
HN - Honduras 3
KZ - Kazakistan 3
NZ - Nuova Zelanda 3
PY - Paraguay 3
SI - Slovenia 3
SK - Slovacchia (Repubblica Slovacca) 3
SN - Senegal 3
SY - Repubblica araba siriana 3
TT - Trinidad e Tobago 3
AO - Angola 2
BE - Belgio 2
CG - Congo 2
CI - Costa d'Avorio 2
LU - Lussemburgo 2
MD - Moldavia 2
MK - Macedonia 2
PS - Palestinian Territory 2
RO - Romania 2
SV - El Salvador 2
AF - Afghanistan, Repubblica islamica di 1
AZ - Azerbaigian 1
BA - Bosnia-Erzegovina 1
BF - Burkina Faso 1
BG - Bulgaria 1
BM - Bermuda 1
GE - Georgia 1
HT - Haiti 1
Totale 16.838
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Città #
Hong Kong 3.314
Ann Arbor 1.257
Singapore 634
San Jose 532
Chandler 508
Jacksonville 453
Princeton 397
Milan 371
Dallas 365
Woodbridge 347
Ashburn 324
Council Bluffs 283
Wilmington 281
Houston 187
Dong Ket 185
Beijing 136
Dublin 132
The Dalles 129
Salerno 107
Rome 102
Nanjing 98
Lauterbourg 97
Izmir 92
Andover 89
Ho Chi Minh City 88
Boardman 74
Santa Clara 73
Dearborn 64
Moscow 63
Hanoi 62
Memphis 59
Pellezzano 57
New York 53
Los Angeles 51
Naples 37
São Paulo 37
Munich 32
Tokyo 31
Changsha 29
Fairfield 29
Nanchang 29
Frankfurt am Main 27
Figino 26
Columbus 25
Turin 25
Norwalk 24
Shenyang 24
Chennai 22
Helsinki 22
Orem 22
Chicago 21
Turku 21
Tianjin 20
Baghdad 19
Hebei 19
Mestre 19
Paris 19
Washington 19
Jiaxing 18
Montreal 18
San Francisco 18
Florence 16
Atlanta 15
Warsaw 15
Bologna 14
Denver 14
Nuremberg 14
Redwood City 14
Rio de Janeiro 14
Seattle 14
Toronto 14
Amsterdam 13
Buffalo 13
London 13
Falls Church 12
Guangzhou 12
Mexico City 12
Nocera Superiore 12
Brooklyn 11
Haiphong 11
Phoenix 11
San Diego 11
Shanghai 11
Tashkent 11
Basingstoke 10
Domicella 10
Düsseldorf 10
Lappeenranta 10
Stockholm 10
Vienna 10
Da Nang 9
Jinan 9
Johannesburg 9
Kingston 9
Sarno 9
Voronezh 9
Ankara 8
Cairo 8
Cambridge 8
Lisbon 8
Totale 12.159
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Nome #
An experimental study on the long-term behavior of CFRP pultruded laminates suitable to concrete structures 952
A novel ductile connection for FRP pultruded beam-to-column assemblies 740
An experimental analysis on the time-dependent behaviour of a CFRP retrofitting under sustained loads 568
The effects of fibre inclination angle and stacking sequence on the bearing load failure of GFRP laminates 507
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 419
A mechanical innovative approach for studying the buckling behavior of composite beams 257
FRP adhesive lap-joints: a micro-scale mechanical approach 231
A closed-form equation for the local buckling moment of pultruded FRP I-beams in major-axis bending 224
State of the Art of Steel Reinforced Grout Applications to Strengthen Masonry Structures 212
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) 209
Behaviour of pultruded beam-to-column joints using epoxy resin 209
A FINITE ELEMENT ANALYSIS ON SHEAR AND NORMAL STRESSES IN ADHESIVELY-BONDED JOINTS OF COMPOSITE STRUCTURES 201
Axial/Bending Coupled Analysis for FRP Adhesive Lap Joints 191
On the flexural behaviour of GFRP beams obtained by bonding simple panels: An experimental investigation 187
A numerical and experimental investigation on the shear forces distribution among the bolts of GFRP bolted joints 183
INFLUENCE OF CURVATURE RADIUS IN ADHESIVE JOINTS 181
An experimental study on the long-term behavior of CFRP pultruded laminatessuitable to concrete structures rehabilitation 178
Bond behavior of SRP/SRG systems on concrete substrate: experimental investigation 172
An experimental investigation on the bond behavior of steel reinforced polymers on concrete substrate 166
Influence of web/flange reinforcement on the GFRP bonded beams mechanical response: A comparison with experimental results and a numerical prediction 164
GFRP beams by bonding simple panels: a low-cost design strategy 163
Adhesive lap-joints: a micro-scale numerical investigation 162
Analisi numerica e sperimentale sulla distribuzione delle tensioni da rifollamento in giunzioni bullonate a doppia sovrapposizione tra profili pultrusi di FRP 161
An experimental study on the bearing strength of GFRP laminates 160
Analisi delle tensioni in giunzioni bullonate tra profili pultrusi di FRP 155
Experimental and numerical evaluation of the axial stiffness of the web-to-flange adhesive connections in composite I-beams 154
Beam-Column connection for FRP structures 152
Adhesive Connections in Civil Engineering 149
A preliminary numerical and experimental investigation on the shear stress distribution on multi-row bolted FRP joints 148
The influence of bolt diameter on the bearing failure load of glass fibre/epoxy bolted laminates: an experimental investigation 142
INFLUENZA DELLA PRESSIONE ESERCITATA DA RONDELLERIGIDE SULLA ROTTURA PER RIFOLLAMENTO DICONNESSIONI BULLONATE TRA LAMINATI COMPOSITIFIBRORINFORZATI: PRIMI RISULTATI SPERIMENTALI 142
The influence of the web-flange junction stiffness on the mechanical behaviour of thin-walled pultruded beams 141
NUMERICAL EVALUATION OF THE LOCAL BUCKLING MOMENT FOR PULTRUDED FRP BEAMS 141
An experimental investigation on freezing and thawing durability of high performance fiber reinforced concrete (HPFRC) 141
Strengthening of RC structures with SRP/SRG systems: bond tests - Rinforzo di strutture in c.a. con sistemi SRP/SRG: test di delaminazione 136
Pseudo-ductile failure of adhesively joined GFRP beam-column connections: An experimental and numerical investigation 136
An experimental investigation on the bearing failure load of glass fibre/epoxy laminates 135
FINITE ELEMENT ANALYSIS ON THE MECHANICAL BEHAVIOUR OF ADHESIVE LAP JOINTS 135
On the Creep Behaviour of CFRP Pultruded Laminates: an Experimental Study 133
Pre-buckling behavior of composite beams: a mechanical innovative approach 133
FE analysis of pultruded FRP built-up columns 133
Test procedure for creep prediction of CFRP structures 132
Bond behaviour of steel FRP/FRCM systems on concrete substrates: an experimental investigation 131
An Overview of the Design Approach to Strengthen Existing Reinforced Concrete Structures with SRG 129
Hygrothermal durability of epoxy adhesives used in civil structural applications 129
Influence of initial geometric imperfections in the lateral buckling problem of thin walled pultruded GFRP I-profiles 128
A COMPARISON BETWEEN COMPOSITE AND STEEL BEAMS IN THE FLEXURAL-TORSIONAL EQUILIBRIUM PROBLEM 127
Experimental bond behavior of Steel Reinforced Grout systems for strengthening concrete elements 127
A new design strategy for the realization of pultruded low cost beams 126
On the pin-bearing failure load of GFRP bolted laminates: An experimental analysis on the influence of bolt diameter 125
Mechanical behavior of FRP adhesive joints: A theoretical model 122
Performance at collapse of adhesive bonding 122
Bond-slip models for the interface between steel fabric reinforced cementitious matrix and concrete substrate 122
On The Shear Forces Distribution in Double Lap Bolted Frp Joints:Numerical and Experimental Investigations 121
Pre-buckling behavior of composite beams: an innovative approach 121
FIRST EXPERIMENTAL RESULTS ON THE MECHANICAL BEHAVIOUR OF “PULTRUDED” BEAMS REALIZED BY BONDING MODULAR PLATES 121
Ultimate behaviour of adhesively bonded FRP lap joints 120
Stress analysis of bolted joints between FRP pultruded profiles 119
Beam-to-column adhesive connection between GFRP profiles 117
FE modelling of buckling and postbuckling of pultruded FRP built-up columns with closely spaced profiles 116
Primi risultati sperimentali sul comportamento di collegamenti bullonati in strutture composite laminate 115
Updating Italian Design Guide CNR DT-205/2007 in View of Recent Research Findings: Requirements for Pultruded FRP Profiles 114
Strength and stiffness of adhesively bonded GFRP beam-column moment resisting connections 113
Influenza della deformabilità tagliante sulla statica di profili compositi pultrusi 112
LATERAL BUCKLING PROBLEM: MODIFICATIONS OF STANDARD GFRP SECTIONS SHAPE AND PROPORTIONS 112
Editorial for the “FRP Structures” Special Issue 112
The influence of adhesion defects on the collapse of FRP adhesive joints 111
L’influenza delle imperfezioni iniziali sul comportamento meccanico di profili compositi pultrusi 110
Stress analysis of FRP composites bolted joints for civil engineering constructions 109
Eco-friendly alkali-activated mortars for structurals applications 108
Phase change with voids and bubbles 108
Modifications of standard GFRP sections shape and proportions for improved stiffness and lateral-torsional stability 108
Curve adhesive joints 107
MECHANICAL BEHAVIOUR OF ADHESIVE JOINTS: THE INFLUENCE OF CURVATURE RADIUS 107
GFRP hollow column to built-up beam adhesive connection: Mechanical behaviour under quasi-static, cyclic and fatigue loading 107
NUCLEI ANTISISMICI DI C.A. PLACCATI CON LAMINE E/O TESSUTI DI FRP 103
Giunti adesivi di FRP:influenza dell’effetto scala sulla resistenza meccanica 103
Indagine sperimentale sul comportamento di collegamenti bullonati in strutture composite laminate 102
GFRP beams obtained by bonding simple panels: a low cost design strategy 102
SRP/SRG Strips Bonded to Concrete Substrate: Experimental Characterization 102
Debonding evolution in nonlinear FRP-retrofitted RC beams with cohesive T interface 102
Mechanical behavior of web-flange junctions of GFRP beams obtained by bonding simple panels: an experimental investigation 100
Indagine sperimentale sul comportamento viscoso di laminati pultrusi in fibra di carbonio 99
Meccanismo di assorbimento della torsione nei sistemi c.a./FRP con sezione sottile aperta 99
STRIPES Project: cement-free alkali-activated mortars for structural repair/retrofitting interventions 97
Sulla rottura per rifollamento di laminati compositi pluristrato 96
Failure Criteria for FRP Adhesive Lap Joints: A Comparative Analysis 96
INFLUENCE OF BOLT DIAMETER ON THE BEARING FAILURE LOAD OF GFRP BOLTED LAMINATES 96
Un’analisi numerica preliminare ed un dispositivo sperimentale per lo studio del comportamento di collegamenti bullonati in strutture composite laminate 95
Civil structures made entirely from FRP pultruded beams 95
Long term behaviour of CFRP laminates: an experimental test 92
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 92
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) 91
Risultati di un'indagine sperimentale sulla rottura per rifollamento di laminati compositi fibrorinforzati 91
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) 91
GIUNTI ADESIVI DI GFRP: UN APPROCCIO ALLA MICROSCALA 88
Influenza della deformabilità tagliante sulla statica di profili dei compositi pultrusi 87
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) 86
Flexural and shear behaviour of adhesive connections for large scale GFRP frames: influence of the bonded area and hygro-thermal aging 85
Indirect Identification of the Bond-Slip Model at SRP-Concrete Interface 84
Totale 15.585
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Categoria #
all - tutte 52.574
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 52.574
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022791 0 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
2025/20268.224 989 1.616 1.369 458 590 278 838 230 302 701 227 626
2026/2027556 213 230 113 0 0 0 0 0 0 0 0 0
Totale 17.168