| Nome |
# |
|
Evaluation of the increased load bearing capacity of steel beams strengthened with pre-stressed FRP laminates, file e0d6c927-bd58-fcf8-e053-d805fe0aa794
|
846
|
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Stresses in constant tapered beams with thin-walled rectangular and circular cross sections, file e0d6c92f-471b-fcf8-e053-d805fe0aa794
|
768
|
|
null, file e0d6c92c-5345-fcf8-e053-d805fe0aa794
|
253
|
|
A physically consistent virtual crack closure technique for I/II/III mixed-mode fracture problems, file e0d6c927-9f6f-fcf8-e053-d805fe0aa794
|
198
|
|
null, file e0d6c92c-5347-fcf8-e053-d805fe0aa794
|
176
|
|
An experimental compliance calibration strategy for mixed-mode bending tests, file e0d6c927-9f70-fcf8-e053-d805fe0aa794
|
171
|
|
A further step towards a physically consistent virtual crack closure technique, file e0d6c92b-eb73-fcf8-e053-d805fe0aa794
|
168
|
|
Effect of stiffness matrices terms on delamination front shape in laminates with elastic couplings, file e0d6c930-817c-fcf8-e053-d805fe0aa794
|
164
|
|
null, file e0d6c92c-d988-fcf8-e053-d805fe0aa794
|
163
|
|
A new solution method for free vibration analysis of rectangular laminated composite plates with general stacking sequences and edge restraints, file e0d6c92c-48c7-fcf8-e053-d805fe0aa794
|
150
|
|
On the calculation of energy release rate and mode mixity in delaminated laminated beams, file e0d6c92c-5350-fcf8-e053-d805fe0aa794
|
149
|
|
An elastic-interface model for the mixed-mode bending test under cyclic loads, file e0d6c927-846c-fcf8-e053-d805fe0aa794
|
143
|
|
Numerical and Analytical Modeling of the End-Loaded Split (ELS) Test Specimens Made of Multi-Directional Coupled Composite Laminates, file e0d6c92a-2595-fcf8-e053-d805fe0aa794
|
129
|
|
GIMC-GMA 2016:XXI Convegno Italiano di Meccanica Computazionale e VIII Riunione del Gruppo Materiali AIMETA, Lucca 27-29 giugno 2016 – Scuola IMT Alti Studi Lucca: ATTI DEL CONVEGNO, file e0d6c927-7735-fcf8-e053-d805fe0aa794
|
127
|
|
Feasibility study of a hybrid FRP-steel cable-stayed pedestrian swing bridge, file e0d6c92c-dd25-fcf8-e053-d805fe0aa794
|
98
|
|
A cohesive-zone model for steel beams strengthened with pre-stressed laminates, file e0d6c92e-a817-fcf8-e053-d805fe0aa794
|
88
|
|
An Elastic Interface Model for the Delamination of Bending-Extension Coupled Laminates, file e0d6c92f-40ef-fcf8-e053-d805fe0aa794
|
64
|
|
Experimental study on the creep behavior of GFRP pultruded beams, file e0d6c926-4061-fcf8-e053-d805fe0aa794
|
63
|
|
The European project SUREBridge - A case study in Tuscany, file e0d6c929-edae-fcf8-e053-d805fe0aa794
|
61
|
|
Energy harvesting from bridge vibrations with piezoelectric devices - A feasibility study, file e0d6c929-c16e-fcf8-e053-d805fe0aa794
|
56
|
|
null, file e0d6c927-72f7-fcf8-e053-d805fe0aa794
|
46
|
|
The effects of shear on Mode II delamination: A critical review, file e0d6c92a-a5db-fcf8-e053-d805fe0aa794
|
42
|
|
Experimental Testing and Analytical Modeling of Asymmetric End-Notched Flexure Tests on Glass-Fiber Metal Laminates, file e0d6c92f-4ac8-fcf8-e053-d805fe0aa794
|
40
|
|
An elastic-interface model for buckling-driven delamination growth in composite panels under bending, file e0d6c927-846e-fcf8-e053-d805fe0aa794
|
33
|
|
A new concept for sustainable refurbishment of existing bridges using FRP materials, file e0d6c929-8997-fcf8-e053-d805fe0aa794
|
32
|
|
An elastic-interface model for buckling-driven delamination growth in four-point bending tests, file e0d6c929-c172-fcf8-e053-d805fe0aa794
|
32
|
|
null, file e0d6c926-81b0-fcf8-e053-d805fe0aa794
|
31
|
|
null, file e0d6c929-990e-fcf8-e053-d805fe0aa794
|
25
|
|
Experimental characterisation of buckling-driven delamination growth in four-point bending tests, file e0d6c92d-ea93-fcf8-e053-d805fe0aa794
|
17
|
|
Composite Materials for the Sustainable Refurbishment of Bridges, file e0d6c92a-1854-fcf8-e053-d805fe0aa794
|
13
|
|
Experimental Testing and Analytical Modeling of Asymmetric End-Notched Flexure Tests on Glass-Fiber Metal Laminates, file e0d6c92e-3c96-fcf8-e053-d805fe0aa794
|
13
|
|
Evaluation of the elastic stiffnesses of multi-directional laminates by bending tests, file e0d6c92a-bf4b-fcf8-e053-d805fe0aa794
|
12
|
|
The European project SUREBridge - Analysis of a case study bridge, file e0d6c929-dd43-fcf8-e053-d805fe0aa794
|
11
|
|
On shear stresses in tapered beams, file e0d6c927-79ed-fcf8-e053-d805fe0aa794
|
9
|
|
Analytical evaluation of the stress fields in tapered box girders, file e0d6c92a-de9b-fcf8-e053-d805fe0aa794
|
9
|
|
The ellipse of crack-tip flexibility for the partitioning of fracture modes, file e0d6c92d-ea95-fcf8-e053-d805fe0aa794
|
9
|
|
Modelling the double cantilever beam test with bending moments by using bilinear discontinuous cohesive laws, file e0d6c931-30a1-fcf8-e053-d805fe0aa794
|
9
|
|
The European project SUREBridge - Analysis of laboratory test beams, file e0d6c929-c4ef-fcf8-e053-d805fe0aa794
|
8
|
|
Il progetto SUREBridge / The SUREBridge project, file e0d6c92f-9878-fcf8-e053-d805fe0aa794
|
8
|
|
null, file e0d6c926-1aeb-fcf8-e053-d805fe0aa794
|
7
|
|
null, file e0d6c92e-20df-fcf8-e053-d805fe0aa794
|
7
|
|
null, file e0d6c926-8585-fcf8-e053-d805fe0aa794
|
5
|
|
null, file e0d6c92d-2503-fcf8-e053-d805fe0aa794
|
5
|
|
Correction: Bennati et al. An elastic interface model for the delamination of bending-extension coupled laminates. Appl. Sci. 2019, 9, 3560, file e0d6c92e-c6cb-fcf8-e053-d805fe0aa794
|
5
|
|
Free vibration analysis of sandwich plates with compressible core in contact with fluid, file e0d6c92f-26e6-fcf8-e053-d805fe0aa794
|
5
|
|
Modelling of deployable cable nets for active space debris removal, file 1979651e-472e-46c8-80f4-2aa872c9c0cd
|
4
|
|
Interfacial fracture toughness of unconventional specimens: some key issues, file 1f1c81d3-1432-48ea-8f6f-45bdf0092f22
|
4
|
|
null, file e0d6c926-2f3b-fcf8-e053-d805fe0aa794
|
4
|
|
A further step towards a physically consistent virtual crack closure technique, file e0d6c92c-f8d5-fcf8-e053-d805fe0aa794
|
4
|
|
null, file e0d6c92c-fb32-fcf8-e053-d805fe0aa794
|
4
|
|
null, file e0d6c92d-1629-fcf8-e053-d805fe0aa794
|
4
|
|
Stresses in constant tapered beams with thin-walled rectangular and circular cross sections, file e0d6c92d-2511-fcf8-e053-d805fe0aa794
|
4
|
|
Simulation of Deployable Cable Nets for Active Debris Removal in Space, file 3abb8905-2dfb-490c-85c3-ee5d2ed281be
|
3
|
|
Effect of stiffness matrices terms on delamination front shape in laminates with elastic couplings, file e0d6c92d-babc-fcf8-e053-d805fe0aa794
|
3
|
|
Gli effetti dinamici del moto delle campane: il caso del campanile di San Francesco a Pietrasanta, file e0d6c92d-cb32-fcf8-e053-d805fe0aa794
|
3
|
|
Free vibration analysis of rectangular sandwich plates with compressible core and various boundary conditions, file e0d6c92f-ab6c-fcf8-e053-d805fe0aa794
|
3
|
|
Experimental validation of the enhanced beam-theory model of the mixed-mode bending test, file 7a17a315-9718-4eba-b059-70f776cf18f1
|
2
|
|
null, file e0d6c926-2238-fcf8-e053-d805fe0aa794
|
2
|
|
Il progetto europeo SUREBridge - Un utilizzo innovativo dei materiali compositi per il recupero sostenibile dei ponti stradali esistenti, file e0d6c929-50ce-fcf8-e053-d805fe0aa794
|
2
|
|
null, file e0d6c92d-0c32-fcf8-e053-d805fe0aa794
|
2
|
|
The Effect of Transverse Shear in Symmetric and Asymmetric End Notch Flexure Tests–Analytical and Numerical Modeling, file e0d6c92f-1bda-fcf8-e053-d805fe0aa794
|
2
|
|
A physically consistent virtual crack closure technique accounting for contact and interpenetration, file e0d6c92f-9b2a-fcf8-e053-d805fe0aa794
|
2
|
|
A bimodal lognormal distribution model for the prediction of COVID-19 deaths, file e0d6c92f-c2ce-fcf8-e053-d805fe0aa794
|
2
|
|
Forced Vibration Analysis of Laminated Composite Plates under the Action of a Moving Vehicle, file e0d6c931-9abe-fcf8-e053-d805fe0aa794
|
2
|
|
Forced Vibration Analysis of Laminated Composite Plates under the Action of a Moving Vehicle, file e0d6c931-9f1f-fcf8-e053-d805fe0aa794
|
2
|
|
null, file 2037a0fb-611d-4b9e-b508-bf88b3cfae4c
|
1
|
|
Derivation of Symmetric Secant Stiffness Matrices for Nonlinear Finite Element Analysis, file 7fb22cf8-709d-4318-9d5c-b370915a47ab
|
1
|
|
Mode decoupling in interlaminar fracture toughness tests on bimaterial specimens, file 8987cce1-db71-49e8-b650-8a3696f1e9d2
|
1
|
|
Three-dimensional deployment of cable nets for active removal of space debris, file cb6a6fef-682d-4a6f-8204-e3e02e22e0a2
|
1
|
|
null, file e0d6c926-1099-fcf8-e053-d805fe0aa794
|
1
|
|
null, file e0d6c926-17ed-fcf8-e053-d805fe0aa794
|
1
|
|
Modelling of interfacial fracture of layered structures, file e0d6c926-214f-fcf8-e053-d805fe0aa794
|
1
|
|
A mechanical model for mixed-mode buckling-driven delamination growth, file e0d6c926-2f10-fcf8-e053-d805fe0aa794
|
1
|
|
Tracing complex equilibrium paths of elastic structures by an improved 'Admissible Directions Cone' method, file e0d6c926-3616-fcf8-e053-d805fe0aa794
|
1
|
|
null, file e0d6c926-3670-fcf8-e053-d805fe0aa794
|
1
|
|
null, file e0d6c926-381d-fcf8-e053-d805fe0aa794
|
1
|
|
Il progetto SUREBridge / The SUREBridge project, file e0d6c92a-41a6-fcf8-e053-d805fe0aa794
|
1
|
|
Feasibility study of a hybrid FRP-steel cable-stayed pedestrian swing bridge, file e0d6c92c-da45-fcf8-e053-d805fe0aa794
|
1
|
|
On the calculation of energy release rate and mode mixity in delaminated laminated beams, file e0d6c92c-f53b-fcf8-e053-d805fe0aa794
|
1
|
|
A new solution method for free vibration analysis of rectangular laminated composite plates with general stacking sequences and edge restraints, file e0d6c92d-0a75-fcf8-e053-d805fe0aa794
|
1
|
|
Free vibration analysis of functionally graded porous plates in contact with bounded fluid, file e0d6c92f-a315-fcf8-e053-d805fe0aa794
|
1
|
| Totale |
4.542 |