63 research outputs found
MULTICRITERIA OPTIMAL DESIGN OF CONTINUOUS CIRCULAR PLATES
The paper is devoted to a quite general version of the multicriteria optimal
(minimum volume) design of axisymmetric circular plates. The constitutive material is
considered as elastic perfectly plastic without any ductility limit and the actions are assumed
as quasi-statically variable within a given load domain. In the design problem formulation
different resistance criteria are considered, in order to investigate all the possible structural
limit responses, and for each one a suitably chosen safety factor is chosen. The optimal
design problem is formulated as the search for the minimum structure volume according with
a statical approach. The features of the optimal structures will be studied through the
relevant Euler-Lagrange equations. A numerical application is presented utilizing an
appropriate discretization of the minimum volume problem
Experimental characterization of dacron 360 woven constitutive behavior
In the present paper some experimental analyses of Dacron© 360 woven aimed to
characterize its constitutive behavior are presented. This woven, widely adopted in sail
manufacturing, is obtained by weaving polyethylene terephthalate (PET) yarn and it shows
some peculiar features due to the manufacturing process. The experimental tests, in terms of
tensile tests and cyclic tests, clearly show the orthotropy features of the material, its high
strength and deformability. Finally, the examination with optical microscope of the tested
specimens allows to evidence how the warp and weft yarns interact
Iterative Optimal Design of Special Moment Resisting Devices for Steel Frames
The present paper proposes an iterative procedure devoted to reaching the optimal
design of an innovative, recently proposed, moment resisting device. This special device,
called Limited Resistance Plastic Device (LRPD), can be utilized, as an example, to equip a
steel frame when it is required that the frame must be designed to substitute a masonry panel,
i.e., it must be characterized by a structural behaviour as close as possible to the one of the
replaced masonry wall. This purpose can be reached by designing the relevant frame imposing
appropriate constraints on the elastic stiffness and on the limit resistance. The result can be
obtained just by ensuring that the elastic stiffness and the limit resistance be independent of
each other. To this aim it is necessary to suitably equip the steel frame by the previously cited
LRPD. In particular, these moment resisting connections ensure that in a prefixed portion of
the given beam element, the limit bending moment reduces without any variation of the global
elastic stiffness. In order to reach this goal, the LRPD is substantially constituted by an inner
portion, devoted to exhibit the desired reduced limit bending strength and to receive the plastic
deformations, and two outer portions, devoted to guarantee the invariance of the elastic
bending stiffness. The proposed iterative procedure allows to design a device respecting all the
required features avoiding the presence of any dangerous local instability phenomenon. To this
aim, the design will contain appropriate constraints ensuring that the device cross sections
appertain to class 1 or class 2 I-cross section, as prescribed in the more recent standard codes.
Some examples, validated by 3D solid tetrahedral elements analysis in ABAQUS environment,
prove the good reliability of the proposed procedure and show the easy applicability of the
computational approach
On the optimal design of base isolation devices
The paper deals with the optimal design of a base isolation system for a given structure subjected to seismic loads. In particular, an appropriate minimum displacement seismic protection device optimal design formulation is proposed for an assigned elastic perfectly plastic steel frame constrained to behave in conditions of elastic shakedown. The chosen base isolation device is constituted by elastomeric isolators. Suitable combinations of fixed and seismic loads are considered. According to the unrestricted shakedown theory, the seismic input is given as any load history appertaining to a suitably defined seismic load admissibility domain. The relevant dynamic structural response is obtained by means of a modal analysis making reference to the non-classically damped structural model. Some numerical applications conclude the paper
Welded section defence by LRPD devices
The present paper concerns a special application of some recently proposed structural devices, called LRPD, able to protect the welded sections of frame steel structures from undesired brittle collapse ensuring the good expected ductile behaviour. Standard I-shaped cross-sections are treated, and the proposed devices are suitably considered as moment resisting connections between beams and columns. At first the domain representing the brittle safe conditions is defined in the N,V,M space; then a sample plane frame subjected to seismic load conditions is studied and it is proved that, equipping the structure with the proposed devices suitably designed, the generalized stresses at the welded sections remain within the relevant brittle safe domain and the structure is able to dissipate a significant amount of plastic dissipation energy
EFFECT OF SURFACE FINISH ON THE TENSILE BEHAVIOR OF DACRON© 360 WOVEN
Nel presente lavoro vengono presentate alcune indagini sperimentali mirate alla
caratterizzazione dell’effetto del trattamento superficiale sul comportamento costitutivo di un tessuto in Dacron© 360. Tale tessuto, largamente utilizzato nella realizzazione di vele, è ottenuto dalla tessitura di fili di polietilene tereftalato (PET) e presenta alcune peculiarità dovute al processo manifatturiero. Le prove di trazione realizzate evidenziano le caratteristiche di ortotropia del materiale e l’effetto del trattamento superficiale che si manifesta principalmente in un comportamento più rigido nella direzione dell’ordito ed in quella inclinata e in un aumento della resistenza ultima in tutte le direzioni.In the present paper some experimental analyses effected on Dacron© 360 woven
with and without surface treatment, aimed to characterize the effect of this treatment on the constitutive behavior, are presented. This woven, widely adopted in sail manufacturing, is
obtained by weaving polyethylene terephthalate (PET) yarn and it shows some peculiar features due to the manufacturing process. The experimental tests, in terms of tensile tests,
clearly show the orthotropy features of the material and the effect of the treatment which results in a stiffer behavior especially along the warp and bias direction and in an increment
of ultimate strength in all directions
Multicriterion design of frames with constraints on buckling
The present paper is devoted to the optimal design of frame structures subjected to
static and dynamic loading assuming the material behaviour as elastic perfectly plastic. The relevant optimal design problem is formulated as a minimum volume search problem. The minimum volume structure is determined under suitable constraints on the design variables as well as accounting for different resistance limits: the elastic shakedown limit and the instantaneous collapse limit, considering for each limit condition suitably chosen amplified load combinations.
The effects of the dynamic actions are studied on the grounds of the dynamic features of the structure taking into account the structural periods referring to the actual Italian Codes related to the structural analysis and design. The minimum volume design is developed at first as the search for the optimal structure with simultaneous constraints on the elastic shakedown behaviour and on the instantaneous collapse. Moreover, in order to avoid undesired further collapse modes, the
structure will be constrained to prevent element buckling. The numerical applications are related to steel frames
Speckle Interferometry Analysis of Full-bending Behavior of GFRP Pultruded Material
The use of Glass Fiber Reinforced Polymer materials (GFRP) has increased in the last years even among civil structural engineering due to their high specific strength, lightweight and excellent corrosion resistance. With application of the pultrusion method, the manufacture of large-scale profiles with various cross-section forms became potentially possible with relatively low costs. Usually two different technological approaches are available to realize the element: in the first one a mat-roving-mat sequence is adopted, in the second one only roving is present. Continuous filament mat (CFM, fibers distributed randomly in all directions) is often used to build up laminate thickness quickly, as well as to enhance transversal strength and stiffness. Besides, the intrinsic particular features of GFRP materials require the application of new techniques of mechanical analysis to define a correct material model. Many papers study the mechanical behavior of GFRP structural elements at a macroscopic scale even in particular environmental conditions. From the other hand full-field contactless techniques (e.g. digital image correlation, thermal stress analysis, speckle interferometry) are effective tools to correctly model complex mechanical behavior and to define the consequent parameters. Among these techniques, Electronic Speckle-Pattern Interferometry (ESPI) has been asserted as very effective due to the technological improvements of the laser sources. One of the significant advantages of ESPI is to produce real-time fringe patterns on objects with optically rough surfaces, with a displacement sensitivity of the order of the light wavelength. Aim of the paper is to apply ESPI handled by phase-stepping technique to the experimental study of GFRP materials in the case of mat-roving-mat sequence
Il progetto ottimale di strutture elastoplastiche con il criterio dell'adattamento: formulazioni ed applicazioni
Dottorato di ricerca in ingegneria delle strutture. 5. ciclo. Tutore e coordinatore C. PolizzottoConsiglio Nazionale delle Ricerche - Biblioteca Centrale - P.le Aldo Moro, 7, Rome; Biblioteca Nazionale Centrale - P.za Cavalleggeri, 1, Florence / CNR - Consiglio Nazionale delle RichercheSIGLEITItal
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