174 research outputs found
Nonlinear behaviour and homogenization of metaplates
Large deflections in thin plates introduce a nonlinear membrane-flexural coupling which significantly modifies the plate behaviour under transversal and in-plane loadings. This effect is often important when considering metamaterial plates with periodically distributed heterogeneities or holes. In this work, we employ the asymptotic homogenization technique to study the effective nonlinear behaviour of periodic Föppl-von Kármán plates in the static regime. Then, we validate the method by simulating the nonlinear response of the perforated plate (backplate) which is present in a micro-electro-mechanical microphone to limit the displacements of the vibrating membrane
Two-phase damage modeling of concrete affected by alkali–silica reaction under variable temperature and humidity conditions
AbstractIn the present work the concrete affected by alkali–silica reaction (ASR) is represented as a two-phase material made of a solid skeleton and a wet expanding gel, which exerts a pressure capable of severely damaging the concrete surrounding the reactive sites. Both the effects of temperature and humidity conditions on the kinetic of the chemical reaction and on the final value of the consequent expansion are included in the proposed model. The mechanical degradation induced by the ASR is described by a phenomenological isotropic damage model. The constitutive model, implemented in a finite element code, is used for the analyses of structures made of reactive concrete in the presence of temperature and moisture gradients. Firstly the temperature and humidity fields are obtained through uncoupled heat and moisture transport analyses and then the chemo-mechanical analysis is performed starting from the values of temperature and humidity preliminary calculated
The effect of external sulfate attack on concrete, mortar and cement paste
Abstract. The present work reports the results of an experimental campaign started two years ago and still ongoing, aimed to assess the behavior of different cementitious materials subject to external sulfate attack. To this purpose prismatic specimens of cement paste and specimens of mortar and concrete produced with the same Portland cement, were immersed in demineralized water and in different solutions containing 5% and 10% sodium sulfates. The expansion was monitored in time by direct length measurements and the degradation of the stiffness was indirectly obtained through non-destructive ultrasound wave propagation tests. XRD tests and SEM observations evidenced the presence of secondary gypsum in the outer part of the specimens were sulfates penetrated. An increase of the material porosity was also measured in this region
Wave Polarization Control in Anisotropic Locally Resonant Materials
Elastic wave propagation in solids can be controlled and manipulated by properly designed metamaterials. In particular, polarization conversion can be obtained by using anisotropic materials. In this paper, we propose a three-component locally resonant material with non-symmetrically coated inclusions, and we study the effect of the anisotropic equivalent mass on band gap formation and the polarization conversion of elastic waves. The equivalent frequency-dependent mass tensor is obtained through the two-scale homogenization approach. The study of the eigenvalues of the mass tensor enables to predict band gaps and polarization bands, as well as identifying a priori the effect of different geometric and material parameters, thus opening the way to metamaterial optimization
Cohesive crack propagation in damaging concrete structures discretized by extended finite elements
An extended finite element strategy for the analysis of crack growth in damaging concrete structures
Assembly and disassembly – The module as a compositional element for a ‘new’ sustainability – The Spanish case
This paper investigates the concept of module based on Argan’s proposed dual definition of module-measure and module-object, reflecting on architectural design by ‘elements’ from a circular economy perspective. This reflection is conducted by selecting case studies on prefabricated architecture within the Iberian context, comparing contemporary projects with selected works by 20th-century Masters, following a reverse process. These works are offered as emblematic, in a logic of interaction and ‘synthesis’ between technology and design in relation to the contemporary global challenges of sustainability and energy transition. The investigation into new ways of understanding and designing architecture introduces the method of Design for Disassembly and extends the reflection on the reuse of buildings to the individual elements they are composed of.
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Article info
Received: 15/09/2023; Revised: 19/10/2023; Accepted: 26/10/202
Attenuation and localization of waves in taut cables with suspended masses
This work analyzes structural waves that propagate freely along taut cables, characterized by a discrete array of scatter elements. The outcomes underline the role played by the periodic distribution of such elements, whose presence alters the response of the system when subjected to propagating waves. Namely, when the domain is perfectly periodic, band gaps are found in the spectrum of the problem. It is also shown that the introduction of a defect of periodicity can lead to the appearance of eigenvalues inside band gaps, corresponding to a motion localized around the defect
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