Experimental investigation on lateral impact response of concrete-filled double-skin tube columns using horizontal-impact-testing system

This paper presents an experimental investigation on the lateral impact performance of axially loaded concrete-filled double-skin tube (CFDST) columns. These columns have desirable structural and constructional properties and have been used as columns in building, legs of off shore platforms and as bridge piers. Since they could be vulnerable to impact from passing vessels or vehicles, it is necessary to understand their behaviour under lateral impact loads. With this in mind, an experimental method employing an innovative instrumented horizontal impact testing system (HITS) was developed to apply lateral impact loads whilst the column maintained a static axial pre-loading to examine the failure mechanism and key response parameters of the column. These included the time histories of impact force, reaction forces, global lateral deflection and permanent local buckling profile. Eight full scale columns were tested for key parameters including the axial load level and impact location. Based on the test data, the failure mode, peak impact force, impact duration, peak reaction forces, reaction force duration, column maximum and residual global deflections and column local buckling length, depth and width under varying conditions are analysed and discussed. It is evident that the innovative HITS can successfully test structural columns under the combination of axial pre-loading and impact loading. The findings on the lateral impact response of the CFDST columns can serve as a benchmark reference for their future analysis and design.

Clathrin-independent carriers form a high capacity endocytic sorting system at the leading edge of migrating cells

Although the importance of clathrin- and caveolin-independent endocytic pathways has recently emerged, key aspects of these routes remain unknown. Using quantitative ultrastructural approaches, we show that clathrin-independent carriers (CLICs) account for approximately three times the volume internalized by the clathrin-mediated endocytic pathway, forming the major pathway involved in uptake of fluid and bulk membrane in fibroblasts. Electron tomographic analysis of the 3D morphology of the earliest carriers shows that they are multidomain organelles that form a complex sorting station as they mature. Proteomic analysis provides direct links between CLICs, cellular adhesion turnover, and migration. Consistent with this, CLIC-mediated endocytosis of key cargo proteins, CD44 and Thy-1, is polarized at the leading edge of migrating fibroblasts, while transient ablation of CLICs impairs their ability to migrate. These studies provide the first quantitative ultrastructural analysis and molecular characterization of the major endocytic pathway in fibroblasts, a pathway that provides rapid membrane turnover at the leading edge of migrating cells.

Concrete-filled double skin tube columns subjected to lateral impact loading: Experimental and numerical study

This research treats the lateral impact behaviour of composite columns, which find increasing use as bridge piers and building columns. It offers (1) innovative experimental methods for testing structural columns, (2) dynamic computer simulation techniques as a viable tool in analysis and design of such columns and (3) significant new information on their performance which can be used in design. The research outcomes will enable to protect lives and properties against the risk of vehicular impacts caused either accidentally or intentionally.

Steel-concrete-steel composite columns subjected to lateral impact

Concrete-filled double skin tube (CFDST) is a creative innovation of steel-concrete-steel composite construction, formed by two concentric steel tubes separated by a concrete filler. Over the recent years, this column form has been widely used as a new sustainable alternative to existing structural bridge piers and building columns. Since they could be vulnerable to impact from passing vessels or vehicles, it is necessary to understand their behaviour under lateral impact loads. With this in mind, physical tests on full scale columns were performed using an innovative horizontal impact testing system to obtain the failure modes, the time history of the impact force, reaction forces and global lateral deflection as well as permanent local buckling profile of the columns. The experimental testing was complemented and supplemented by developing and using an advanced finite element analysis model. The model was validated by comparing the numerical results against experimental data. The findings of this study will serve as a benchmark reference for future analysis and design of CFDST columns.

Autoconcepto y calidad de vida en niños entre 8 y 12 años que concurren a los hogares de tránsito de la ciudad de Concepción del Uruguay, Entre Ríos

Resumen: La presente investigación, de tipo descriptiva-correlacional y transversal, se centró en conocer la relación que existe entre el autoconcepto y la calidad de vida de los niños entre 8 y 12 años que concurren a los hogares de tránsito, en la ciudad de Concepción del Uruguay, Entre Ríos. La muestra (no probabilística, intencional) estuvo conformada por 64 niños, de ambos sexos, 33 varones y 31 mujeres. Los mismos tenían entre 8 y 12 años. Los individuos evaluados eran asistentes a los hogares de tránsito mencionados anteriormente. Las técnicas de recolección de datos utilizadas fueron las siguientes: la Escala Verbal para Niños y Adolescentes del Autoconcepto de Martina Casullo, adaptación de Piers-Harris (1964) y el Cuestionario para Calidad de Vida Kidscreen-27. La Escala Verbal para Niños y Adolescentes del Autoconcepto (Casullo, 1990), cuenta con seis dimensiones: comportamiento, estatus intelectual y escolar, imagen corporal, sentimientos de ansiedad, percepciones acerca del reconocimiento que otros hacen de la propia conducta (popularidad) y bienestar y satisfacción personal. El cuestionario Kidscreen-27 (Quintero, Lugo, García, y Sánchez, 2011) consta de cinco dimensiones: actividad física y salud, estado de ánimo y sentimientos, vida familiar y tiempo libre, apoyo social y amigos, y entorno escolar. Los datos fueron recabados por medio de la concurrencia a ambos hogares, solicitando previamente las autorizaciones correspondientes a los directivos, como así también a los padres y/o tutores de los niños. Respecto a los procedimientos de análisis de los datos, se utilizó el programa estadístico informático SPSS (Statistical Package for the Social Sciences) versión 15.0 para Windows. Se realizó un análisis descriptivo de las dos variables principales de esta investigación (autoconcepto y calidad de vida) con el objetivo de conocer los niveles con que se presentan en niños. Además, para conocer la relación entre ambas variables, se llevó a cabo el análisis de correlación de Pearson. Para estudiar si existe diferencia en el autoconcepto y la calidad de vida en función del sexo de los niños, se realizó análisis multivariados de varianza (MANOVA). Los resultados obtenidos indicaron niveles elevados en la mayoría de las dimensiones de las variables estudiadas (autoconcepto y calidad de vida). En cuanto a las distinciones según el sexo en dichas variables, no se encontraron diferencias significativas, sólo una variación mínima en dos dimensiones del autoconcepto, donde se visualiza que el comportamiento social y la popularidad es más elevada en los niños que en las niñas.Se hallaron, por otro lado, correlaciones estadísticamente significativas en la mayoría de las dimensiones de ambas variables, las mismas son: entre comportamiento y actividad física/salud; entre comportamiento y apoyo social/amigos; entre comportamiento y entorno escolar; entre estatus intelectual/escolar y actividad física/salud; entre estatus intelectual/escolar y estado de ánimo/sentimientos; entre estatus intelectual/escolar y entorno escolar; entre imagen corporal con apoyo social/amigos; entre sentimientos de ansiedad y actividad física/salud; entre sentimientos de ansiedad y estado de ánimo/sentimientos; entre sentimientos de ansiedad y apoyo social/amigos; entre popularidad y estado de ánimo/sentimientos; entre popularidad y apoyo social/amigos; entre bienestar/satisfacción vital y actividad física/salud; entre bienestar/satisfacción vital y estado de ánimo/sentimientos; entre bienestar/satisfacción vital y apoyo social/amigos; entre bienestar/satisfacción vital y entorno escolar; entre el total global del autoconcepto y actividad física/salud; entre el total global del autoconcepto y estado de ánimo/sentimientos; entre el total global del autoconcepto y apoyo social/amigos; entre el total global del autoconcepto y entorno escolar. Sólo una dimensión de la calidad de vida no se relaciona con ninguna de las dimensiones del autoconcepto, a saber, vida familiar/tiempo libre. En lo que respecta a las conclusiones, puede considerarse que los resultados de esta investigación verifican que existe correlación entre el autoconcepto y la calidad de vida de los niños concurrentes a los hogares de tránsito Santa Clara de Asís y la Casa del Menor

Long Bay hypoxia study: A collaborative and multidisciplinary approach

The nearshore waters along the Myrtle Beach area are oceanographically referred to as Long Bay. Long Bay is the last in a series of semi-circular indentations located along the South Atlantic seaboard. The Bay extends for approximately 150 km from the Cape Fear River in North Carolina to Winyah Bay in South Carolina and has a number of small inlets (Figure 1). This region of the S.C. coast, commonly referred to as the “Grand Strand,” has a significant tourism base that accounts for a substantial portion of the South Carolina economy (i.e., 40% of the state’s total in 2002) (TIAA 2003). In 2004, the Grand Strand had an estimated 13.2 million visitors of which 90% went to the beach (MBCC 2006). In addition, Long Bay supports a shore-based hook and line fishery comprised of anglers fishing from recreational fishing piers, the beach, and small recreational boats just offshore. (PDF contains 4 pages)

Analysis of structural health monitoring data from hammersmith flyover

There has recently been considerable research published on the applicability of monitoring systems for improving civil infrastructure management decisions. Less research has been published on the challenges in interpreting the collected data to provide useful information for engineering decision makers. This paper describes some installed monitoring systems on the Hammersmith Flyover, a major bridge located in central London (United Kingdom). The original goals of the deployments were to evaluate the performance of systems for monitoring prestressing tendon wire breaks and to assess the performance of the bearings supporting the bridge piers because visual inspections had indicated evidence of deterioration in both. This paper aims to show that value can be derived from detailed analysis of measurements from a number of different sensors, including acoustic emission monitors, strain, temperature and displacement gauges. Two structural monitoring systems are described, a wired system installed by a commercial contractor on behalf of the client and a research wireless deployment installed by the University of Cambridge. Careful interpretation of the displacement and temperature gauge data enabled bearings that were not functioning as designed to be identified. The acoustic emission monitoring indicated locations at which rapid deterioration was likely to be occurring; however, it was not possible to verify these results using any of the other sensors installed and hence the only method for confirming these results was by visual inspection. Recommendations for future bridge monitoring projects are made in light of the lessons learned from this monitoring case study. © 2014 This work is made available under the terms of the Creative Commons Attribution 4.0 International license,.

Full-Scale Marine Exposure Tests on Treated and Untreated Concretes Initial 7-Year Results

An extensive chloride profiling program was undertaken on concrete pier stems erected in the vicinity of the Dornoch Bridge located at the Dornoch Firth in Northeast Scotland. The pier stems were 2 m (6.562 ft) high and octagonal in plan with 0.66 m (2.165 ft) wide faces. The piers were constructed in sets of three with the lowest of each set in the tidal zone and the highest in the atmospheric zone. The pier stems were placed in such a way that they would represent the exposure conditions of the actual bridge piers of the Dornoch Bridge. In all, six of the pier stems were made using plain ordinary portland cement (OPC) concrete (with three of these having the surface treated with silane); the remaining three pier stems had a concrete containing caltite as an additive. Three exposurezones were studied: the tidal zone, the splash zone, and the atmospheric zone. The tidal zone was further subdivided into two levels defined as low-level and high-level. Chloride profiles were obtained from the different regimes over a period of 7 years for all nine pier stems. This paper describes the nature of chloride ingress and the usefulness of diffusion parameters in classifying each exposure regimes. Furthermore, the effectiveness of silane and caltite in protecting concrete from chloride ingress in different exposure zones was studied.