Investigation of Ultimate Strength of Deck Slabs in Steel-Concrete Bridges

In the last 50 years, many bridges have been built as composite structures with decks of reinforced concrete that are supported by longitudinal steel beams. The presence of the longitudinal steel beams and the unloaded area of concrete slab cause the loaded deck slabs to be restrained against lateral expansion. As a result, a compressive membrane thrust is developed. In experimental tests, the authors built a series of one-third scale steel-concrete composite bridge models with several varying structural parameters, including concrete compressive strength, reinforcement percentage, and the size of steel supporting beams. After comparing the results of different models, the influence of these structural parameters on the amount of compressive membrane action in the deck slab was evaluated. Furthermore, the improvement of an existing theoretical model provided accurate predictions for the loading-carrying capacities.

Ultimate compressive strength of cold-formed steel angle struts loaded through a single bolt

This paper presents design recommendations for the strength of cold-formed steel angle structs. The work was part funded by the Carnegie Trust and is co-authored by academics from Hong-Kong University. The work has led to a collaboration with the University of Malaya, attempting to predict the strength using artificial neural networks.

Ultimate strength of bolted moment-connections between cold-formed steel members

The behaviour and design of bolted moment-connections between cold-formed steel members, formed by using brackets bolted to the webs of the section, is considered. The particular problem of the moment-capacity of such joints being lower than that of the cold-formed steel sections being connected because of web buckling, caused by the concentration of load transfer from the bolts, is addressed. In this paper, a combination of laboratory tests and finite element analyses is used to investigate this mode of failure. It is demonstrated that there is good agreement between the measured ultimate moment-capacity and that predicted by using the finite element method. A parametric study conducted using the finite element model shows that the moment-capacity of a practical size joint can be up to 20% lower than that of the cold-formed steel sections being connected. Web buckling so-caused must therefore be considered in the design of such connections. (C) 2003 Elsevier Ltd. All rights reserved.

Predicting the ultimate load of a CFRP wingbox

The finite element method in conjunction with the Soutis-Fleck model is used to predict the residual strength after impact of a carbon-fibre reinforced plastic wingbox subjected to a cantilever type loading. The maximum stress failure criterion further validates the Soutis-Fleck model predictions. The Soutis-Fleck model predicts that the wingbox fails at a tip load of 99.2 kN, approximately 5.5% less than the experimental observation

Ultimate lateral load resistance of laterally loaded pile

Several methods are available for predicting ultimate lateral load resistance of laterally loaded pile. These methods often produce significantly different ultimate lateral resistance. This makes it difficult to select an appropriate method in designing/predicting ultimate lateral resistance of pile. This paper presents a review of two different methods; Meyerh of and Patra & Pise for predicting lateral resistance of pile. Then, the predicted ultimate lateral resistances by these two methods are compared with the experimental results. It is found that Meyerhof's method gives better prediction for single pile with smaller L/d ratio whereas Patra & Pise method gives better predictions for pile groups with higher L/d. Thus, none of these methods can be applicable universally for all possible conditions. Also the parametric study on ultimate lateral resistance revealed that length to diameter ratio, pile spacing, pile configuration in a pile group are important parameters for prediction of lateral load resistance. © 2009 Taylor & Francis Group.

Ultimate Frisbee

Brock University Frisbee Tournament

El ultimate con materiales de desecho desde un enfoque comprensivo estructural.

Resumen tomado del autor. Resumen también en inglés. Monográfico titulado: Actividad física y medios de comunicación

Religious Philosophy and ultimate questions : GCSE Religious Studies for AQAB.

La filosofía de la religión ha sido tradicionalmente estudiada en el contexto Judeo Cristiano Sin embargo, la filosofía no trata de religiones específicas, sino que trata de conceptos. Este libro trata de los conceptos y anima a los alumnos a pensar que les rodea. Consta de seis capítulos sobre la existencia de Dios, la Revelación, el problema de los males y los sufrimientos, la inmortalidad, los milagros, y un debate entre la ciencia y la religión. Los estudiantes deberían ser capaces de crear sus propios ejemplos de las ideas expuestas, ellos pueden recoger, añadir comentarios y dar su propia opinión.

The ultimate book of science.

El último libro de la ciencia es una introducción a la ciencia, sus conceptos básicos, principios y prácticas para niños de 7 años de edad. Cubriendo plantas, animales, espacio, clima, materiales y mucho más, los jóvenes lectores disfrutarán aplicando nuevos conocimientos científicos a sus vidas de cada día. Los contenidos del libro son: El planeta Tierra, el clima y el medio ambiente, el cuerpo humano, plantas y animales, el espacio, la física y como nuestro mundo funciona, química, materiales y estructuras, tecnología y máquinas, la industria y el transporte.