[HTML][HTML] Free vibrations of Bernoulli-Euler nano-beams by the stress-driven nonlocal integral model

A Apuzzo, R Barretta, R Luciano, FM de Sciarra… - Composites Part B …, 2017 - Elsevier
Abstract Nonlocal theories of Continuum Mechanics are widely used in order to assess size
effects in nano-structures. In this paper, free vibrations of nano-beams are investigated by …

An investigation about debonding mechanisms in FRP-strengthened RC structural elements by using a cohesive/volumetric modeling technique

U De Maio, F Greco, L Leonetti, PN Blasi… - Theoretical and Applied …, 2022 - Elsevier
Several existing fracture modeling strategies for the debonding mechanism simulation in
strengthened structural elements rely on simplified cohesive approaches for concrete/FRP …

Failure analysis of ultra high-performance fiber-reinforced concrete structures enhanced with nanomaterials by using a diffuse cohesive interface approach

U De Maio, N Fantuzzi, F Greco, L Leonetti, A Pranno - Nanomaterials, 2020 - mdpi.com
Recent progresses in nanotechnology have clearly shown that the incorporation of
nanomaterials within concrete elements leads to a sensible increase in strength and …

Band gap tuning through microscopic instabilities of compressively loaded lightened nacre-like composite metamaterials

A Pranno, F Greco, L Leonetti, P Lonetti, R Luciano… - Composite …, 2022 - Elsevier
Large deformation effects give the opportunity for tuning and manipulating the dynamic
properties of periodic microstructured materials, including those related to vibration control …

[HTML][HTML] A multiscale damage analysis of periodic composites using a couple-stress/Cauchy multidomain model: Application to masonry structures

L Leonetti, F Greco, P Trovalusci, R Luciano… - Composites Part B …, 2018 - Elsevier
A novel multiscale strategy is proposed for the damage analysis of masonry structures
modeled as periodic composites. Such a computational strategy, whose aim is to reduce the …

A numerical failure analysis of nano-filled ultra-high-performance fiber-reinforced concrete structures via a moving mesh approach

D Ammendolea, F Greco, L Leonetti, P Lonetti… - Theoretical and Applied …, 2023 - Elsevier
This work proposes a novel FE-based model for simulating crack propagation mechanisms
in Ultra-High-Performance Fiber-Reinforced Concrete (UHPFRC) structures (typically …

Validation of a stochastically homogenized peridynamic model for quasi-static fracture in concrete

P Wu, J Zhao, Z Chen, F Bobaru - Engineering Fracture Mechanics, 2020 - Elsevier
Concrete is the most widely used man-made composite material. Its damage and fracture
behavior determines reliability of many engineering structures. The quasi-static fracture …

Matching effect of honeycomb-filled thin-walled square tube—experiment and simulation

Z Wang, S Yao, Z Lu, D Hui, L Feo - Composite Structures, 2016 - Elsevier
Honeycomb-filled thin-walled square tube (HFST) structure is a new outstanding energy
absorption component, which has attracted great attention in recent years. This paper aims …

Bond-slip behavior between ultra-high-performance concrete and carbon fiber reinforced polymer bars using a pull-out test and numerical modelling

A Qasem, YS Sallam, HH Eldien… - Construction and Building …, 2020 - Elsevier
In the present study, the impact of carbon nanotube (CNT) on the bonding behavior of
carbon fiber reinforced polymer (CFRP) and steel rebars in carbon nanotube reinforced ultra …

Visualization of the three-dimensional structure and stress field of aggregated concrete materials through 3D printing and frozen-stress techniques

Y Ju, L Wang, H Xie, G Ma, L Mao, Z Zheng… - Construction and Building …, 2017 - Elsevier
Abstract Characterization of the three-dimensional stress field of concrete materials is crucial
to understanding their mechanical properties and failure mechanisms, but their hidden and …