An Embedded Stress Sensor for Concrete SHM Based on Amorphous Ferromagnetic Microwires

A new smart concrete aggregate design as a candidate for applications in structural health monitoring (SHM) of critical elements in civil infrastructure is proposed. The cement-based stress/strain sensor was developed by utilizing the stress/strain sensing properties of a magnetic microwire embedded in cement-based composite (MMCC). This is a contact-less type sensor that measures variations of magnetic properties resulting from stress variations. Sensors made of these materials can be designed to satisfy the specific demand for an economic way to monitor concrete infrastructure health. For this purpose, we embedded a thin magnetic microwire in the core of a cement-based cylinder, which was inserted into the concrete specimen under study as an extra aggregate. The experimental results show that the embedded MMCC sensor is capable of measuring internal compressive stress around the range of 1-30 MPa. Two stress sensing properties of the embedded sensor under uniaxial compression were studied: the peak amplitude and peak position of magnetic switching field. The sensitivity values for the amplitude and position within the measured range were 5 mV/MPa and 2.5 mu s/MPa, respectively.

Focal shift in focused radially polarized ultrashort pulsed laser beams

Beginning with a beam coherence polarization (BCP) matrix, we obtain an analytical intensity expression for radially polarized ultrashort pulsed laser beams that pass through an apertureless aplanatic lens. We also investigate the intensity distribution of radially polarized beams in the vicinity of the focus. The focal shift of these beams is studied in detail. The focal shift depends strongly on Z(F) that coincides with pi times the Fresnel number. (c) 2007 Optical Society of America.

Modelagem do comportamento estrutural estático e dinâmico de lajes nervuradas de concreto armado.

Diversos pesquisadores têm estudado o comportamento e o emprego de lajes nervuradas de concreto armado em sistemas estruturais na engenharia civil que demonstrem viabilidade sob o ponto de vista técnico e econômico. Por esta razão, inúmeros trabalhos têm sido publicados nos últimos anos respaldados por testes experimentais e análises numéricas. Neste contexto, diversos tipos de sistemas estruturais de lajes nervuradas têm sido desenvolvidos. Assim sendo, o objetivo desta investigação é o de contribuir, no que tange ao estudo do comportamento estrutural estático e dinâmico de lajes nervuradas de concreto armado, tendo em mente o emprego destas em sistemas estruturais na engenharia civil. Este trabalho de pesquisa objetiva também o estudo da resposta dinâmica de lajes nervuradas de concreto armado, sob o ponto de vista de conforto humano, especialmente quando essas estruturas encontram-se submetidas a atividades humanas rítmicas. A definição das ações dinâmicas atuantes sobre os modelos estruturais foi feita com base em resultados experimentais, que consideram grupos de indivíduos desenvolvendo atividades rítmicas correspondentes à ginástica aeróbica (atividade sincronizada). São empregadas técnicas usuais de discretização, via método dos elementos finitos (MEF), por meio do programa de elementos finitos ANSYS. No presente modelo computacional, as vigas de bordo, nervuras e a laje de concreto armado são simuladas por elementos finitos de casca. Os resultados obtidos ao longo do estudo, em termos das acelerações de pico, são confrontados e comparados com os limites propostos por normas de projeto, sob o ponto de vista do conforto humano. Com base na análise dinâmica das lajes nervuradas investigadas foi possível verificar que as atividades humanas rítmicas podem vir a gerar valores de acelerações de pico elevados e que violam os critérios de conforto humano. Deste modo, foi observado que, as acelerações nos modelos estudados, podem atingir níveis elevados de vibração que comprometem o conforto dos usuários.

Spectral anomalies of focused hollow Gaussian beams at the geometrical focal plane

On the basis of diffraction integral and the expansion of the hard-aperture function into a finite series of complex Gaussian functions, an approximate expression for spatially fully coherent polychromatic hollow Gaussian beams passing through aperture lens is obtained. Detailed numerical results indicate that remarkable spectral changes always occurs near the points where the field amplitude has zero value. The effects of truncation parameter, Fresnel number and the beam order on spectral shifts and spectral switches are investigated numerically. (C) 2008 Elsevier B.V. All rights reserved.

Propagation of flat-topped beams

The propagation of flat-topped beams passing through paraxial ABCD optical system is investigated based on the propagation formulas of Gaussian beam. The focal shift of focused coherent flat-topped beam is also studied in detail. Analytical expressions of the M-2 factor and the far-field intensity distribution for flat-topped beams are derived on the basis of second-order moments. (C) 2007 Elsevier Ltd. All rights reserved.

Analytical vectorial structure of hollow Gaussian beams in the far field

The analytical vectorial structure of HGB is investigated in the far field based on the vector plane wave spectrum and the method of stationary phase. The energy flux distributions of HGB in the far-field, which is composed of TE term and TM term, are demonstrated. The physics pictures of HGB is illustrated from the vectorial structure, which is important to understand the theoretical aspects of both scalar and vector HGB propagation. (c) 2008 Optical Society of America.