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Fussl J.,Institute for Mechanics of Materials and Structures | Kluger-Eigl W.,Transportation Institute | Blab R.,Transportation Institute
International Journal of Pavement Engineering | Year: 2015

In recent years, concrete block (CB) pavements have become a favourite alternative to asphalt pavements, mainly in intra-urban regions due to their architectural design possibilities. Unfortunately, this trend is restrained by a lack of adequate design methods to assess the load capacity and durability of such pavements. Especially, the mechanical performance of the vertical joints between CBs is often not depicted realistically enough. For this reason, in this work three new experiments are proposed to determine the mechanical behaviour of the joints between the CBs, and thus the load transmission capability of different joint formations. Mechanical models and the corresponding material parameters to describe the joint behaviour are identified from the experimental results. Finally, performance optimisation of block pavements with respect to their jointing behaviour should become possible. © 2015 Taylor & Francis Source


Fussl J.,Institute for Mechanics of Materials and Structures | Kluger-Eigl W.,Transportation Institute | Blab R.,Transportation Institute
Engineering Structures | Year: 2015

In recent years, pavement structures with paving slabs have gained importance, especially in urban trafficked areas, because they provide more design options and have great potential with regard to durability and low maintenance compared to flexible pavements. In order to exploit this potential, an accurate and reliable performance prediction by means of appropriate design concepts is necessary. Contributing to this topic, a numerical simulation tool was developed and its performance evaluated by means of full-scale accelerated pavement tests (APT).Within this paper (Part I of this work), the APT using the New Mobile Load Simulator (MLS10) is presented. The APT program was carried out by the Swiss Federal Laboratories of Material Science and Technology on four test sections with concrete slabs of different dimensions. Two of them were instrumented with soil pressure cells and horizontal strain gauges in order to assess the primary response under the 65. kN wheel load. With a loading speed of 22. km/h under a super single tire, up to 38,400 load passes per day could be simulated on the test sections. With a frequency of the measuring sensors of 100. Hz, the stress peaks in the concrete slabs as well as at the top of the upper base course and the subgrade were recorded during the whole testing period. Overall, a very successful test execution has led to valuable and reliable data, which will be used to assess and validate the performance of a numerical simulation tool. © 2015 Elsevier Ltd. Source


Murin J.,Slovak University of Technology in Bratislava | Kugler S.,University of Applied Sciences Wiener Neustadt | Aminbaghai M.,Institute for Mechanics of Materials and Structures | Hrabovsky J.,Slovak University of Technology in Bratislava | And 2 more authors.
11th World Congress on Computational Mechanics, WCCM 2014, 5th European Conference on Computational Mechanics, ECCM 2014 and 6th European Conference on Computational Fluid Dynamics, ECFD 2014 | Year: 2014

In the contribution, the homogenization techniques of spatial varying (continuously or discontinuously) material properties for the Functionally Graded Material (FGM) beams and shells are presented. The expressions are proposed for derivation of the effective elastic, thermal and electrical material properties by the extended mixture rules and laminate theory, and by the direct integration method. The results of numerical experiments are evaluated and disscussed. Source


Murin J.,Slovak University of Technology in Bratislava | Aminbaghai M.,Institute for Mechanics of Materials and Structures | Hrabovsky J.,Slovak University of Technology in Bratislava | Kutis V.,Slovak University of Technology in Bratislava | And 2 more authors.
11th World Congress on Computational Mechanics, WCCM 2014, 5th European Conference on Computational Mechanics, ECCM 2014 and 6th European Conference on Computational Fluid Dynamics, ECFD 2014 | Year: 2014

In this contribution, a new 3D-beam finite element of double symmetric cross-sectional area, made of a Functionally Graded Material (FGM) is presented, which can be used in modal, elastostatic and buckling analysis of single beams and beam structures. There, the material properties vary continuously in longitudinal direction while the variation with respect the transversal and lateral directions is assumed to be symmetric in a continuous or discontinuous manner (Figure 1). The shear force deformation effect and the effect of consistent mass distribution and mass moment of inertia are taken into account. Additionally, the Winkler elastic foundation and the effect of axial force are included by the finite element equation derivation as well. Homogenization of the spatially varying material properties to the effective material properties with longitudinal variation is done by multilayer method. For the homogenized beam the finite element matrix, consisting of the stiffness and mass inertia terms, is established. Numerical experiment is made to show the accuracy and effectiveness of the new 3D FGM beam element. Source


News Article
Site: http://news.mit.edu/topic/mitenvironment-rss.xml

Concrete is the world’s most widely used construction material, so abundant that its production is one of the leading sources of greenhouse gas emissions. Yet answers to some fundamental questions about the microscopic structure and behavior of this ubiquitous material have remained elusive. Concrete forms through the solidification of a mixture of water, gravel, sand, and cement powder. Is the resulting glue material — known as cement hydrate, or calcium silicate hydrate (CSH) — a continuous solid, like metal or stone, or is it an aggregate of small particles? As basic as that question is, it had never been definitively answered. In a paper published this week in the Proceedings of the National Academy of Sciences, a team of researchers at MIT, Georgetown University, and France’s CNRS (together with other universities in the U.S., France, and U.K.) say they have solved that riddle and identified key factors in the structure of CSH that could help researchers work out better formulations for producing more durable concrete. Roland Pellenq, a senior research scientist in MIT’s department of civil and environmental engineering, director of the MIT-CNRS lab 2 hosted by the MIT Energy Initiative, and a co-author of the new paper, says the work builds on previous research he conducted with others at the Concrete Sustainability Hub (CSHub) through a collaboration between MIT and the CNRS. “We did the first atomic-scale model” of the structure of concrete, he says, but questions still remained about the larger, mesoscale structure, on scales of a few hundred nanometers. The new work addresses some of those remaining uncertainties, he says. One key question was whether the solidified CSH material, which is composed of particles of many different sizes, should be considered a continuous matrix or an assembly of discrete particles. The answer turned out to be that it is a bit of both — the particle distribution is such that almost every space between grains is filled by yet smaller grains, to the point that it does approximate a continuous solid. “Those grains are in a very strong interaction at the mesoscale,” he says. “You can always find a smaller grain to fit in between” the larger grains, Pellenq says, and thus “you can see it as a continuous material.” But the grains within the CSH “are not able to get to equilibrium,” or a state of minimum energy, over length scales involving many grains, and this makes the material vulnerable to changes over time, he says. That can lead to “creep” of the solid concrete, and eventually cracking and degradation. “So both views are correct, in some sense,” he explains. The analysis of the structure of hardened concrete found that pores of different sizes play important roles in determining the material’s characteristics. While smaller, nanoscale pores had been previously studied, mesoscale pores, ranging from 15 to 20 nanometers on up, had been more difficult to study and not well-characterized, Pellenq says. These pore spaces can play a major role in determining how susceptible the material is to water that can enter the material and cause cracking, eventually leading to structural failure. (This cracking, perhaps surprisingly, has nothing to do with the expansion of the water when it freezes, however). The new mesoscale simulations are the first that can adequately match the sometimes conflicting and confusing results seen in experiments measuring the CSH texture, Pellenq says. The new simulations make it possible to match the values of key characteristics such as stiffness, elasticity, and hardness, which are seen in real concrete samples. That shows that the modeling is useful, he says, and might help guide research on developing improved formulas, for example ones that reduce the required amount of water in the initial mix with cement powder. It is the manufacturing of the cement powder, a process that requires cooking limestone (with clays) at very high temperatures, that makes concrete production one of the leading sources of human-caused greenhouse gas emissions. Fine-tuning the amount of water needed for a given application could also improve the material’s durability, the researchers found. The amount of water used in the original mixture can make a big difference in concrete’s longevity, even though most of that evaporates away during the setting process. While water is needed in order to make the slurry flow so that it can be poured in place, too much water leads to much bigger pore spaces and more loose, “fluffy” regions in the set concrete, the team found. Such regions might leave the material more vulnerable to later degradation, or could even be designed to improve its durability. “This is a quintessential step towards the provision of a seamless atom-to-structure understanding of concrete, with huge mid-term practical impact in terms of material design and optimization,” says Christian Hellmich, director of the Institute for Mechanics of Materials and Structures at the Vienna University of Technology, who was not involved in this research. He adds, “this research helps to promote concrete research as a cutting-edge scientific discipline, where the cooperation of engineers and physicists emerges as a driving force for the reunification of natural sciences across the often too-tightly set boundaries of sub-disciplines.” The first contributor of this work is MIT postdoc Katerina Ioannidou. The team also included other researchers at MIT; the University of California at Los Angeles; Newcastle University in the U.K.; and Sorbonne University, Aix-Marseille University, and CNRS, in France. The work was supported by Schlumberger, the French National Science Foundation (ANR) through the Labex ICoME2, and the CSHub at MIT.

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