ASCIONE, Francesco
 Distribuzione geografica
Continente #
NA - Nord America 4.626
EU - Europa 1.762
AS - Asia 1.224
SA - Sud America 134
AF - Africa 20
OC - Oceania 10
Continente sconosciuto - Info sul continente non disponibili 4
Totale 7.780
Nazione #
US - Stati Uniti d'America 4.609
IT - Italia 671
CN - Cina 410
SG - Singapore 381
UA - Ucraina 359
RU - Federazione Russa 261
VN - Vietnam 188
IE - Irlanda 130
BR - Brasile 122
DE - Germania 105
TR - Turchia 96
FI - Finlandia 85
SE - Svezia 64
KR - Corea 50
HK - Hong Kong 33
GB - Regno Unito 29
FR - Francia 22
IN - India 15
EG - Egitto 11
IQ - Iraq 11
CA - Canada 9
AT - Austria 7
AU - Australia 7
JP - Giappone 7
NL - Olanda 7
IL - Israele 5
LB - Libano 5
EU - Europa 4
GR - Grecia 4
TN - Tunisia 4
TW - Taiwan 4
UZ - Uzbekistan 4
VE - Venezuela 4
BD - Bangladesh 3
EC - Ecuador 3
ID - Indonesia 3
NZ - Nuova Zelanda 3
BO - Bolivia 2
CH - Svizzera 2
CO - Colombia 2
CZ - Repubblica Ceca 2
DO - Repubblica Dominicana 2
DZ - Algeria 2
IR - Iran 2
JM - Giamaica 2
LU - Lussemburgo 2
MK - Macedonia 2
OM - Oman 2
PK - Pakistan 2
RO - Romania 2
AF - Afghanistan, Repubblica islamica di 1
AL - Albania 1
AR - Argentina 1
BE - Belgio 1
CR - Costa Rica 1
ES - Italia 1
HR - Croazia 1
KE - Kenya 1
MA - Marocco 1
MD - Moldavia 1
MN - Mongolia 1
MT - Malta 1
MX - Messico 1
NG - Nigeria 1
NI - Nicaragua 1
PA - Panama 1
PH - Filippine 1
PL - Polonia 1
PT - Portogallo 1
Totale 7.780
Città #
Ann Arbor 1.257
Chandler 508
Jacksonville 451
Princeton 397
Woodbridge 345
Wilmington 281
Dong Ket 185
Houston 182
Ashburn 147
Singapore 137
Dublin 127
Salerno 105
Nanjing 98
Izmir 92
Andover 89
Boardman 74
Beijing 64
Dearborn 64
Moscow 61
Pellezzano 57
Hong Kong 31
Fairfield 29
Nanchang 29
Changsha 28
Norwalk 23
Shenyang 23
Naples 22
Council Bluffs 20
Tianjin 20
Hebei 19
Mestre 19
Jiaxing 18
Rome 18
Washington 18
Milan 15
Los Angeles 14
Redwood City 14
Falls Church 12
Nocera Superiore 12
Paris 12
São Paulo 12
Florence 11
San Diego 11
Domicella 10
Düsseldorf 10
Guangzhou 10
Seattle 10
Helsinki 9
Sarno 9
Bologna 8
Cambridge 8
Dallas 8
Ottati 8
Baghdad 7
Cairo 7
Jinan 7
Shanghai 7
Indiana 6
Munich 6
Napoli 6
Nuremberg 6
Redmond 6
San Donà Di Piave 6
Acton 5
Bari 5
Cisterna 5
Lappeenranta 5
Menlo Park 5
Mountain View 5
Pune 5
Rende 5
Rio de Janeiro 5
Santa Clara 5
Sheffield 5
Tokyo 5
Zhengzhou 5
Ferrara 4
Fisciano 4
Frignano 4
Imola 4
Makiivka 4
Nagold 4
Ottawa 4
San Jose 4
Shenzhen 4
Taiyuan 4
Teano 4
Altavilla 3
Aquila 3
Auckland 3
Banha 3
Brisbane 3
Caiazzo 3
Cantù 3
Castel San Giorgio 3
Cava de' Tirreni 3
Como 3
Coventry 3
Dormagen 3
Edinburgh 3
Totale 5.453
Nome #
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) 154
INFLUENCE OF CURVATURE RADIUS IN ADHESIVE JOINTS 141
On the flexural behaviour of GFRP beams obtained by bonding simple panels: An experimental investigation 131
The effects of fibre inclination angle and stacking sequence on the bearing load failure of GFRP laminates 127
Axial/Bending Coupled Analysis for FRP Adhesive Lap Joints 127
An experimental study on the long-term behavior of CFRP pultruded laminatessuitable to concrete structures rehabilitation 116
Bond behavior of SRP/SRG systems on concrete substrate: experimental investigation 115
The influence of bolt diameter on the bearing failure load of glass fibre/epoxy bolted laminates: an experimental investigation 112
An experimental study on the long-term behavior of CFRP pultruded laminates suitable to concrete structures 105
Adhesive lap-joints: a micro-scale numerical investigation 102
The influence of the web-flange junction stiffness on the mechanical behaviour of thin-walled pultruded beams 101
A closed-form equation for the local buckling moment of pultruded FRP I-beams in major-axis bending 101
Mechanical behavior of FRP adhesive joints: A theoretical model 99
A FINITE ELEMENT ANALYSIS ON SHEAR AND NORMAL STRESSES IN ADHESIVELY-BONDED JOINTS OF COMPOSITE STRUCTURES 98
A numerical and experimental investigation on the shear forces distribution among the bolts of GFRP bolted joints 96
NUMERICAL EVALUATION OF THE LOCAL BUCKLING MOMENT FOR PULTRUDED FRP BEAMS 96
An experimental study on the bearing strength of GFRP laminates 95
GFRP beams by bonding simple panels: a low-cost design strategy 94
A preliminary numerical and experimental investigation on the shear stress distribution on multi-row bolted FRP joints 92
Performance at collapse of adhesive bonding 92
Pre-buckling behavior of composite beams: a mechanical innovative approach 92
An experimental investigation on the bond behavior of steel reinforced polymers on concrete substrate 92
Influence of initial geometric imperfections in the lateral buckling problem of thin walled pultruded GFRP I-profiles 91
Ultimate behaviour of adhesively bonded FRP lap joints 90
On The Shear Forces Distribution in Double Lap Bolted Frp Joints:Numerical and Experimental Investigations 89
Experimental and numerical evaluation of the axial stiffness of the web-to-flange adhesive connections in composite I-beams 89
On the pin-bearing failure load of GFRP bolted laminates: An experimental analysis on the influence of bolt diameter 88
Updating Italian Design Guide CNR DT-205/2007 in View of Recent Research Findings: Requirements for Pultruded FRP Profiles 88
An experimental analysis on the time-dependent behaviour of a CFRP retrofitting under sustained loads 86
Analisi delle tensioni in giunzioni bullonate tra profili pultrusi di FRP 86
A mechanical innovative approach for studying the buckling behavior of composite beams 86
Test procedure for creep prediction of CFRP structures 85
Editorial for the “FRP Structures” Special Issue 85
Behaviour of pultruded beam-to-column joints using epoxy resin 85
An experimental investigation on the bearing failure load of glass fibre/epoxy laminates 84
Phase change with voids and bubbles 83
On the Creep Behaviour of CFRP Pultruded Laminates: an Experimental Study 81
Strength and stiffness of adhesively bonded GFRP beam-column moment resisting connections 81
Pseudo-ductile failure of adhesively joined GFRP beam-column connections: An experimental and numerical investigation 80
An experimental investigation on freezing and thawing durability of high performance fiber reinforced concrete (HPFRC) 80
The influence of adhesion defects on the collapse of FRP adhesive joints 78
Beam-Column connection for FRP structures 78
Bond behaviour of steel FRP/FRCM systems on concrete substrates: an experimental investigation 78
Stress analysis of FRP composites bolted joints for civil engineering constructions 76
Stress analysis of bolted joints between FRP pultruded profiles 76
GFRP beams obtained by bonding simple panels: a low cost design strategy 76
A COMPARISON BETWEEN COMPOSITE AND STEEL BEAMS IN THE FLEXURAL-TORSIONAL EQUILIBRIUM PROBLEM 76
Influence of web/flange reinforcement on the GFRP bonded beams mechanical response: A comparison with experimental results and a numerical prediction 76
A new design strategy for the realization of pultruded low cost beams 76
INFLUENZA DELLA PRESSIONE ESERCITATA DA RONDELLERIGIDE SULLA ROTTURA PER RIFOLLAMENTO DICONNESSIONI BULLONATE TRA LAMINATI COMPOSITIFIBRORINFORZATI: PRIMI RISULTATI SPERIMENTALI 75
Beam-to-column adhesive connection between GFRP profiles 75
Adhesive Connections in Civil Engineering 75
Analisi numerica e sperimentale sulla distribuzione delle tensioni da rifollamento in giunzioni bullonate a doppia sovrapposizione tra profili pultrusi di FRP 74
FRP adhesive lap-joints: a micro-scale mechanical approach 74
Primi risultati sperimentali sul comportamento di collegamenti bullonati in strutture composite laminate 73
LATERAL BUCKLING PROBLEM: MODIFICATIONS OF STANDARD GFRP SECTIONS SHAPE AND PROPORTIONS 73
L’influenza delle imperfezioni iniziali sul comportamento meccanico di profili compositi pultrusi 73
Modifications of standard GFRP sections shape and proportions for improved stiffness and lateral-torsional stability 73
Strengthening of RC structures with SRP/SRG systems: bond tests - Rinforzo di strutture in c.a. con sistemi SRP/SRG: test di delaminazione 72
Indagine sperimentale sul comportamento viscoso di laminati pultrusi in fibra di carbonio 71
FE analysis of pultruded FRP built-up columns 71
Indagine sperimentale sul comportamento di collegamenti bullonati in strutture composite laminate 70
Giunti adesivi di FRP:influenza dell’effetto scala sulla resistenza meccanica 69
Experimental bond behavior of Steel Reinforced Grout systems for strengthening concrete elements 69
Hygrothermal durability of epoxy adhesives used in civil structural applications 68
Curve adhesive joints 67
FE modelling of buckling and postbuckling of pultruded FRP built-up columns with closely spaced profiles 67
Pre-buckling behavior of composite beams: an innovative approach 66
Mechanical behavior of web-flange junctions of GFRP beams obtained by bonding simple panels: an experimental investigation 66
Un’analisi numerica preliminare ed un dispositivo sperimentale per lo studio del comportamento di collegamenti bullonati in strutture composite laminate 65
Failure Criteria for FRP Adhesive Lap Joints: A Comparative Analysis 65
Meccanismo di assorbimento della torsione nei sistemi c.a./FRP con sezione sottile aperta 64
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) 63
NUCLEI ANTISISMICI DI C.A. PLACCATI CON LAMINE E/O TESSUTI DI FRP 63
FIRST EXPERIMENTAL RESULTS ON THE MECHANICAL BEHAVIOUR OF “PULTRUDED” BEAMS REALIZED BY BONDING MODULAR PLATES 60
null 57
Influenza della deformabilità tagliante sulla statica di profili compositi pultrusi 57
Civil structures made entirely from FRP pultruded beams 57
MECHANICAL BEHAVIOUR OF ADHESIVE JOINTS: THE INFLUENCE OF CURVATURE RADIUS 57
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) 56
PRIMI RISULTATI SPERIMENTALISUL COMPORTAMENTO DI COLLEGAMENTI BULLONATIIN STRUTTURE COMPOSITE LAMINATE. XXXVI Convegno Nazionale dell'Associazione Italiana per l'Analisi delle Sollecitazioni (AIAS) 55
Sulla rottura per rifollamento di laminati compositi pluristrato 54
Influenza della deformabilità tagliante sulla statica di profili dei compositi pultrusi 53
Risultati di un'indagine sperimentale sulla rottura per rifollamento di laminati compositi fibrorinforzati 52
Long term behaviour of CFRP laminates: an experimental test 52
INFLUENCE OF BOLT DIAMETER ON THE BEARING FAILURE LOAD OF GFRP BOLTED LAMINATES 51
An Overview of the Design Approach to Strengthen Existing Reinforced Concrete Structures with SRG 51
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 51
GFRP hollow column to built-up beam adhesive connection: Mechanical behaviour under quasi-static, cyclic and fatigue loading 51
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) 50
Bond-slip models for the interface between steel fabric reinforced cementitious matrix and concrete substrate 50
GIUNTI ADESIVI DI GFRP: UN APPROCCIO ALLA MICROSCALA 47
FINITE ELEMENT ANALYSIS ON THE MECHANICAL BEHAVIOUR OF ADHESIVE LAP JOINTS 46
State of the Art of Steel Reinforced Grout Applications to Strengthen Masonry Structures 46
A novel ductile connection for FRP pultruded beam-to-column assemblies 44
Mechanical behavior of adhesive lap joints 43
SRP/SRG Strips Bonded to Concrete Substrate: Experimental Characterization 42
Flexural and shear behaviour of adhesive connections for large scale GFRP frames: influence of the bonded area and hygro-thermal aging 41
Indirect Identification of the Bond-Slip Model at SRP-Concrete Interface 38
Debonding evolution in nonlinear FRP-retrofitted RC beams with cohesive T interface 36
Totale 7.643
Categoria #
all - tutte 28.923
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 28.923


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020165 0 0 0 0 0 0 0 0 0 0 132 33
2020/2021829 2 70 84 5 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
2024/20251.132 37 38 47 58 110 152 258 165 186 71 10 0
Totale 8.081