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    <title>Ktisis Community: Σχολή Μηχανικής και Τεχνολογίας/Faculty of Engineering and Technology</title>
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  <item rdf:about="http://ktisis.cut.ac.cy/handle/10488/7842">
    <title>Nonholonomic stabilization with collision avoidance for mobile robots</title>
    <link>http://ktisis.cut.ac.cy/handle/10488/7842</link>
    <description>Title: Nonholonomic stabilization with collision avoidance for mobile robots&lt;br/&gt;&lt;br/&gt;Authors: Loizou, Savvas; Tanner, Herbert G.; Kyriakopoulos, Kostas J.&lt;br/&gt;&lt;br/&gt;Abstract: This paper presents a motion planner and nonholonomic controller for a mobile robot, with global collision avoidance and convergence properties. An appropriately designed (dipolar) potential field is combined with discontinuous state feedback. A new class of Lyapunov functions is introduced and used for nonholonomic navigation. The obstacle avoidance and global asymptotic stability properties are verified through simulations.</description>
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  <item rdf:about="http://ktisis.cut.ac.cy/handle/10488/7835">
    <title>Is concrete a poromechanics material? - a multiscale investigation of poroelastic properties</title>
    <link>http://ktisis.cut.ac.cy/handle/10488/7835</link>
    <description>Title: Is concrete a poromechanics material? - a multiscale investigation of poroelastic properties&lt;br/&gt;&lt;br/&gt;Authors: Constantinides, Georgios; Ulm, Franz Josef; Heukamp, Franz H.&lt;br/&gt;&lt;br/&gt;Abstract: There is an ongoing debate, in Concrete Science and Engineering, whether cementitious materials can be viewed as poromechanics materials in the sense of the porous media theory. The reason for this debate is that a main part of the porosity of these materials manifests itself at a scale where the water phase cannot be considered as a bulk water phase, but as structural water; in contrast to water in the gel porosity and the capillary porosity. The focus of this paper is two-fold: (1) to review the microstructure of cementitious materials in the light of microporomechanics theory by starting at the scale where physical chemistry meets mechanics, and which became recently accessible to mechanical testing (nanoindentation); (2) to provide estimates of the poroelastic properties (drained and undrained stiffness, Biot coefficient, Biot modulus, Skempton coefficient) of cementitious materials (cement paste, mortar and concrete) by means of advanced homogenization techniques of microporomechanics. This combined experimental-theoretical microporomechanics approach allows us to deliver a blueprint of the elementary poroelastic properties of all cementitious materials, which do not change from one cementitious material to another, but which are intrinsic properties. These properties result from the intrinsic gel porosity of low density and high density C-S-H, which yield a base Biot coefficient of 0.61 &lt; b ≤ 0.71 and a Skempton coefficient of B = 0.20 - 0.25. While the base Biot coefficient decreases gradually at larger scales, because of the addition of non-porous solid phases (Portlandite, ..., aggregates), it is shown that the Skempton coefficient is almost constant over 3-5 orders of magnitude.</description>
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  <item rdf:about="http://ktisis.cut.ac.cy/handle/10488/7828">
    <title>A biomechanical analysis of articular cartilage of the human elbow and a potential relationship to osteochondritis dissecans</title>
    <link>http://ktisis.cut.ac.cy/handle/10488/7828</link>
    <description>Title: A biomechanical analysis of articular cartilage of the human elbow and a potential relationship to osteochondritis dissecans&lt;br/&gt;&lt;br/&gt;Authors: Constantinides, Georgios; Athanasiou, Kyriacos A.; Schenck, Robert C&lt;br/&gt;&lt;br/&gt;Abstract: A cadaveric study of the articular surfaces of the radiocapitellar joint was undertaken to identify a biomechanical mechanism of osteochondritis dissecans of the humeral capitellum. The articulating radial head and capitellum of fresh anatomic specimens were dissected and tested for intrinsic mechanical properties. Significant differences exist in the mechanical properties and thickness of cartilage topographically in the capitellum and radial head, and between the two surfaces. The medial portion of the radial head is the softest of all radiocapitellar osteochondral segments tested. Comparing medial to lateral sites of the capitellum, there is a trend of decreased stiffness; lateral segments are softer than medial ones. The central section of the radial head is significantly stiffer than the lateral capitellum. There is no significant difference between the stiffness of the radial head sites and the medial capitellum. The disparity in the mechanical properties of the central radial head and lateral capitellum would increase strain in the lateral capitellum. During high- valgus stress activities such as throwing, this increased strain may be a factor in the initiation and localization of the dissecans lesion observed in osteochondritis dissecans of the elbow.</description>
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  <item rdf:about="http://ktisis.cut.ac.cy/handle/10488/7827">
    <title>On the use of nanoindentation for cementitious materials</title>
    <link>http://ktisis.cut.ac.cy/handle/10488/7827</link>
    <description>Title: On the use of nanoindentation for cementitious materials&lt;br/&gt;&lt;br/&gt;Authors: Constantinides, Georgios; Ulm, Franz Josef; Van Vliet, Krystyn J.&lt;br/&gt;&lt;br/&gt;Abstract: Recent progress in experimental and theoretical nanomechanics opens new venues in materials science for the nano-engineering of cement-based composites. In particular, as new experimental techniques such as nanoindentation provide unprecedented access to micro-mechanical properties of materials, it becomes possible to identify the mechanical effects of the elementary chemical components of cement-based materials at the scale where physical chemistry meets mechanics, including the properties of the four clinker phases, of portlandite, and of the C-S-H gel. In this paper, we review some recent results obtained by nanoindentation, which reveal that the C-S-H gel exists "mechanically" in two different forms, a low-density form and a high-density form, which have different mean stiffness and hardness values and different volume fractions. While the volume fractions of the two phases depend on mix proportions, the mean stiffness and hardness values do not change from one cement-based material to another; instead they are intrinsic properties of the C-S-H gel.</description>
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