UniSa - IRIS Institutional Research Information System

ASCIONE, Francesco
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 4.743
EU - Europa 1.844
AS - Asia 1.305
SA - Sud America 180
AF - Africa 23
OC - Oceania 11
Continente sconosciuto - Info sul continente non disponibili 4
Totale 8.110
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 4.720
IT - Italia 675
CN - Cina 413
SG - Singapore 393
UA - Ucraina 359
RU - Federazione Russa 261
VN - Vietnam 188
BR - Brasile 162
DE - Germania 131
IE - Irlanda 131
FI - Finlandia 103
TR - Turchia 97
SE - Svezia 66
HK - Hong Kong 63
KR - Corea 63
GB - Regno Unito 38
FR - Francia 23
IN - India 19
AT - Austria 18
IQ - Iraq 13
CA - Canada 12
EG - Egitto 11
JP - Giappone 9
NL - Olanda 9
AU - Australia 8
BD - Bangladesh 7
IL - Israele 7
AR - Argentina 5
LB - Libano 5
TN - Tunisia 5
UZ - Uzbekistan 5
CZ - Repubblica Ceca 4
ES - Italia 4
EU - Europa 4
GR - Grecia 4
PK - Pakistan 4
TW - Taiwan 4
VE - Venezuela 4
CO - Colombia 3
EC - Ecuador 3
ID - Indonesia 3
JM - Giamaica 3
NZ - Nuova Zelanda 3
OM - Oman 3
BO - Bolivia 2
CH - Svizzera 2
DO - Repubblica Dominicana 2
DZ - Algeria 2
IR - Iran 2
LU - Lussemburgo 2
MK - Macedonia 2
MX - Messico 2
PL - Polonia 2
RO - Romania 2
ZA - Sudafrica 2
AE - Emirati Arabi Uniti 1
AF - Afghanistan, Repubblica islamica di 1
AL - Albania 1
BE - Belgio 1
BY - Bielorussia 1
CR - Costa Rica 1
HN - Honduras 1
HR - Croazia 1
JO - Giordania 1
KE - Kenya 1
KW - Kuwait 1
LT - Lituania 1
MA - Marocco 1
MD - Moldavia 1
MN - Mongolia 1
MT - Malta 1
NG - Nigeria 1
NI - Nicaragua 1
PA - Panama 1
PH - Filippine 1
PT - Portogallo 1
SA - Arabia Saudita 1
UY - Uruguay 1
Totale 8.110
Salva come PNG Salva come JPEG
Città #
Ann Arbor 1.257
Chandler 508
Jacksonville 451
Princeton 397
Woodbridge 346
Wilmington 281
Dong Ket 185
Houston 182
Ashburn 153
Singapore 142
Dublin 128
Salerno 105
Nanjing 98
Izmir 92
Andover 89
Boardman 74
Beijing 67
Dearborn 64
Hong Kong 61
Moscow 61
Pellezzano 57
Fairfield 29
Nanchang 29
Changsha 28
Munich 25
Norwalk 23
Shenyang 23
Naples 22
The Dalles 21
Council Bluffs 20
Tianjin 20
Hebei 19
Mestre 19
Jiaxing 18
Los Angeles 18
Rome 18
Turku 18
Washington 18
Milan 17
Columbus 15
Dallas 14
Redwood City 14
São Paulo 14
Nuremberg 13
Falls Church 12
Nocera Superiore 12
Paris 12
Florence 11
San Diego 11
Seattle 11
Domicella 10
Düsseldorf 10
Guangzhou 10
Helsinki 9
San Francisco 9
Santa Clara 9
Sarno 9
Baghdad 8
Bologna 8
Cambridge 8
Ottati 8
Cairo 7
Jinan 7
Shanghai 7
Tokyo 7
Vienna 7
Indiana 6
Napoli 6
New York 6
Redmond 6
Rio de Janeiro 6
San Donà Di Piave 6
San Jose 6
Sheffield 6
Acton 5
Bari 5
Cisterna 5
Lappeenranta 5
Menlo Park 5
Mountain View 5
Pune 5
Rende 5
Zhengzhou 5
Amsterdam 4
Brooklyn 4
Ferrara 4
Fisciano 4
Frignano 4
Imola 4
London 4
Makiivka 4
Nagold 4
Ottawa 4
Shenzhen 4
Taiyuan 4
Tashkent 4
Teano 4
Altavilla 3
Ankara 3
Aquila 3
Totale 5.613
Salva come PNG Salva come JPEG
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) 159
INFLUENCE OF CURVATURE RADIUS IN ADHESIVE JOINTS 144
On the flexural behaviour of GFRP beams obtained by bonding simple panels: An experimental investigation 135
Axial/Bending Coupled Analysis for FRP Adhesive Lap Joints 132
The effects of fibre inclination angle and stacking sequence on the bearing load failure of GFRP laminates 128
An experimental study on the long-term behavior of CFRP pultruded laminatessuitable to concrete structures rehabilitation 125
Bond behavior of SRP/SRG systems on concrete substrate: experimental investigation 116
The influence of bolt diameter on the bearing failure load of glass fibre/epoxy bolted laminates: an experimental investigation 115
An experimental study on the long-term behavior of CFRP pultruded laminates suitable to concrete structures 110
A closed-form equation for the local buckling moment of pultruded FRP I-beams in major-axis bending 106
The influence of the web-flange junction stiffness on the mechanical behaviour of thin-walled pultruded beams 105
A FINITE ELEMENT ANALYSIS ON SHEAR AND NORMAL STRESSES IN ADHESIVELY-BONDED JOINTS OF COMPOSITE STRUCTURES 104
Adhesive lap-joints: a micro-scale numerical investigation 103
A numerical and experimental investigation on the shear forces distribution among the bolts of GFRP bolted joints 101
Mechanical behavior of FRP adhesive joints: A theoretical model 100
An experimental investigation on the bond behavior of steel reinforced polymers on concrete substrate 100
An experimental study on the bearing strength of GFRP laminates 98
NUMERICAL EVALUATION OF THE LOCAL BUCKLING MOMENT FOR PULTRUDED FRP BEAMS 98
GFRP beams by bonding simple panels: a low-cost design strategy 97
Pre-buckling behavior of composite beams: a mechanical innovative approach 96
Performance at collapse of adhesive bonding 94
A preliminary numerical and experimental investigation on the shear stress distribution on multi-row bolted FRP joints 93
An experimental analysis on the time-dependent behaviour of a CFRP retrofitting under sustained loads 92
Analisi delle tensioni in giunzioni bullonate tra profili pultrusi di FRP 92
Ultimate behaviour of adhesively bonded FRP lap joints 92
Experimental and numerical evaluation of the axial stiffness of the web-to-flange adhesive connections in composite I-beams 92
Influence of initial geometric imperfections in the lateral buckling problem of thin walled pultruded GFRP I-profiles 91
A mechanical innovative approach for studying the buckling behavior of composite beams 91
On The Shear Forces Distribution in Double Lap Bolted Frp Joints:Numerical and Experimental Investigations 90
Updating Italian Design Guide CNR DT-205/2007 in View of Recent Research Findings: Requirements for Pultruded FRP Profiles 89
On the pin-bearing failure load of GFRP bolted laminates: An experimental analysis on the influence of bolt diameter 88
Behaviour of pultruded beam-to-column joints using epoxy resin 88
Editorial for the “FRP Structures” Special Issue 87
An experimental investigation on freezing and thawing durability of high performance fiber reinforced concrete (HPFRC) 87
Test procedure for creep prediction of CFRP structures 86
An experimental investigation on the bearing failure load of glass fibre/epoxy laminates 86
On the Creep Behaviour of CFRP Pultruded Laminates: an Experimental Study 84
Phase change with voids and bubbles 83
Strength and stiffness of adhesively bonded GFRP beam-column moment resisting connections 83
A new design strategy for the realization of pultruded low cost beams 83
Beam-Column connection for FRP structures 82
Pseudo-ductile failure of adhesively joined GFRP beam-column connections: An experimental and numerical investigation 82
A COMPARISON BETWEEN COMPOSITE AND STEEL BEAMS IN THE FLEXURAL-TORSIONAL EQUILIBRIUM PROBLEM 81
Bond behaviour of steel FRP/FRCM systems on concrete substrates: an experimental investigation 81
The influence of adhesion defects on the collapse of FRP adhesive joints 80
Adhesive Connections in Civil Engineering 79
Analisi numerica e sperimentale sulla distribuzione delle tensioni da rifollamento in giunzioni bullonate a doppia sovrapposizione tra profili pultrusi di FRP 78
Stress analysis of bolted joints between FRP pultruded profiles 78
INFLUENZA DELLA PRESSIONE ESERCITATA DA RONDELLERIGIDE SULLA ROTTURA PER RIFOLLAMENTO DICONNESSIONI BULLONATE TRA LAMINATI COMPOSITIFIBRORINFORZATI: PRIMI RISULTATI SPERIMENTALI 78
Influence of web/flange reinforcement on the GFRP bonded beams mechanical response: A comparison with experimental results and a numerical prediction 78
Beam-to-column adhesive connection between GFRP profiles 77
Stress analysis of FRP composites bolted joints for civil engineering constructions 76
FRP adhesive lap-joints: a micro-scale mechanical approach 76
L’influenza delle imperfezioni iniziali sul comportamento meccanico di profili compositi pultrusi 76
GFRP beams obtained by bonding simple panels: a low cost design strategy 76
FE analysis of pultruded FRP built-up columns 76
Experimental bond behavior of Steel Reinforced Grout systems for strengthening concrete elements 74
Indagine sperimentale sul comportamento viscoso di laminati pultrusi in fibra di carbonio 73
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
Modifications of standard GFRP sections shape and proportions for improved stiffness and lateral-torsional stability 73
Hygrothermal durability of epoxy adhesives used in civil structural applications 73
Giunti adesivi di FRP:influenza dell’effetto scala sulla resistenza meccanica 72
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 di collegamenti bullonati in strutture composite laminate 71
Failure Criteria for FRP Adhesive Lap Joints: A Comparative Analysis 70
Curve adhesive joints 70
FE modelling of buckling and postbuckling of pultruded FRP built-up columns with closely spaced profiles 68
Pre-buckling behavior of composite beams: an innovative approach 67
Un’analisi numerica preliminare ed un dispositivo sperimentale per lo studio del comportamento di collegamenti bullonati in strutture composite laminate 66
Meccanismo di assorbimento della torsione nei sistemi c.a./FRP con sezione sottile aperta 66
Mechanical behavior of web-flange junctions of GFRP beams obtained by bonding simple panels: an experimental investigation 66
NUCLEI ANTISISMICI DI C.A. PLACCATI CON LAMINE E/O TESSUTI DI FRP 65
FIRST EXPERIMENTAL RESULTS ON THE MECHANICAL BEHAVIOUR OF “PULTRUDED” BEAMS REALIZED BY BONDING MODULAR PLATES 65
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
MECHANICAL BEHAVIOUR OF ADHESIVE JOINTS: THE INFLUENCE OF CURVATURE RADIUS 61
Influenza della deformabilità tagliante sulla statica di profili compositi pultrusi 59
Bond-slip models for the interface between steel fabric reinforced cementitious matrix and concrete substrate 59
null 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) 57
Civil structures made entirely from FRP pultruded beams 57
PRIMI RISULTATI SPERIMENTALISUL COMPORTAMENTO DI COLLEGAMENTI BULLONATIIN STRUTTURE COMPOSITE LAMINATE. XXXVI Convegno Nazionale dell'Associazione Italiana per l'Analisi delle Sollecitazioni (AIAS) 56
Sulla rottura per rifollamento di laminati compositi pluristrato 56
Influenza della deformabilità tagliante sulla statica di profili dei compositi pultrusi 56
State of the Art of Steel Reinforced Grout Applications to Strengthen Masonry Structures 56
Long term behaviour of CFRP laminates: an experimental test 54
An Overview of the Design Approach to Strengthen Existing Reinforced Concrete Structures with SRG 54
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 53
GFRP hollow column to built-up beam adhesive connection: Mechanical behaviour under quasi-static, cyclic and fatigue loading 53
Risultati di un'indagine sperimentale sulla rottura per rifollamento di laminati compositi fibrorinforzati 52
INFLUENCE OF BOLT DIAMETER ON THE BEARING FAILURE LOAD OF GFRP BOLTED LAMINATES 52
A novel ductile connection for FRP pultruded beam-to-column assemblies 50
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
GIUNTI ADESIVI DI GFRP: UN APPROCCIO ALLA MICROSCALA 50
FINITE ELEMENT ANALYSIS ON THE MECHANICAL BEHAVIOUR OF ADHESIVE LAP JOINTS 49
Debonding evolution in nonlinear FRP-retrofitted RC beams with cohesive T interface 48
Mechanical behavior of adhesive lap joints 43
SRP/SRG Strips Bonded to Concrete Substrate: Experimental Characterization 43
Flexural and shear behaviour of adhesive connections for large scale GFRP frames: influence of the bonded area and hygro-thermal aging 42
Indirect Identification of the Bond-Slip Model at SRP-Concrete Interface 41
Totale 7.925
Salva come PNG Salva come JPEG
Categoria #
all - tutte 30.579
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 30.579
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2024/20251.439 37 38 47 58 110 152 258 165 186 71 166 151
2025/202623 23 0 0 0 0 0 0 0 0 0 0 0
Totale 8.411