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Thesis (Ph. D.)--University of Wisconsin--Madison, 1980. / Typescript. Vita. Includes bibliographical references (leaves 208-212).

Rooting and exploring are two behaviours pigs in the wild spend considerable time doing. When kept in pens with limited access to bedding materials stress can originate and often lead to undesired behaviours. The purpose of this study was to investigate whether environmental enrichment in terms of ropes and an activity ball containing piglet food, can provide an outlet for their natural behaviours and thus reduce undesired behaviours. In total, 141 pigs were used and divided into three groups, control-, activity ball- and rope groups. The observation methods used were 1/0 recording and instantaneous recording with 15 second intervals. In the rope group a significant difference was seen in the interaction with enrichment, as it was higher on day 1. Between the three groups, a decrease in ear-, tail- and equipment biting was seen in the two enriched groups on day 1. On day 3 these difference could only be seen between the control group and the other two groups in equipment biting. However, few data ware collected and so we cannot confirm our hypotheses, concerning whether the environmental enrichments decreased the undesirable behaviours or not. However, most of our findings are in compliance with earlier studies as we among other things found that the rope worked better than the activity ball and that the interest of the enrichments decreased with time.

Yes / The current paper presents a simple unbonded-type column strengthening technique with wire rope units and few steel elements. Eleven short columns were strengthened using the proposed procedure and tested under monotonic concentric axial loads. The main variables investigated to evaluate the confinement effectiveness of strengthened concrete columns were the volume ratio, prestress, diameter, spacing and configuration of wire rope units. The strength gain factor and ductility ratio increased with the increase of volume ratio of wire ropes. The prestress applied to wire ropes had little influence on the strength gain factor but the ductility ratio decreased with the increase of prestress in the wire ropes, owing to earlier rupture of wire ropes. At the same volume ratio of wire ropes, the maximum strength of columns was nearly independent on the configuration of the wire ropes, but higher ductility was exhibited by columns strengthened with rectangular spiral-type wire ropes than by columns strengthened with hoop-type wire ropes, until rupture of the wire ropes. The strength gain factor and ductility ratio of strengthened columns were compared with those of tied columns tested in a previous study. The load capacity of strengthened columns was also predicted using the ACI 318-05 equation modified to reflect the load-carrying effect of steel elements. A much higher strength gain factor and ductility ratio were exhibited by strengthened columns than tied columns having the same lateral reinforcement, except for strengthened columns with wire rope spacing above 0.5 times core width. The axial load capacity of strengthened columns was higher than that of unstrengthened columns by 5¿20%, and could be reasonably predicted using the modified ACI 318-05 equation.

Yes / Fretting wear has a significant influence on wire rope fatigue life when in cyclic bending, particularly for crossed-wire contacts, where the interfacial motion of the surfaces is complex and multi-axial. To simulate these contacts in a controlled manner, a laboratory-scale, crossed-cylinder, reciprocating fretting wear test was developed. A broad range of contemporary lubrication technologies were evaluated using this method and a systematic multivariate statistical analysis was performed to identify the most significant lubrication-related parameters with respect to these fretting wear conditions. Wear area increase per slip cycle was the most relevant measure of wear damage, as this captured the influence of changes in the fretting wear regime during the test. The ability of a lubricant to reduce damaging fretting wear during the run-in phase was the biggest influence on long-term fretting wear, particularly for grease-lubricated contacts.

Presently, one of the most promising sources for a future of abundant, low-emission, and efficient energy comes in the form of nuclear fusion. However, in order for it to become a reality, fusion technology must overcome the obstacle of plasma confinement. Utilizing the tokomak based design for magnetic plasma confinement; ITER is currently developing a fusion reactor to prove its commercial viability. The purpose of this research was to determine the feasibility of pulling toroidal field cable with a press-fit grip sleeve that utilizes friction to generate a gripping force. Such a design is being considered by ITER to integrate (join) 800 m long sections of superconducting cable and conduit for use in toroidal field plasma confinement coil construction. In order to see if friction alone had the potential to withstand the required pulling load, eight grip sleeve samples were subjected to monotonic tensile loading until failure (sleeve slippage) occurred. It was also important that the grip could withstand the variable loading that will likely occur during the pulling process due to friction between the cable and conduit. Therefore, a period of cyclic loading, prior to tensile loading, was incorporated into the testing regimen. Based on the results of each experiment, additional modifications were made until the sleeve’s gripping strength exceeded that of the weld joint used in the design, meaning the physical limitations of the grip sleeve had been reached. Once the design was optimized, additional samples were tested under identical conditions to establish repeatability. In addition, Finite Element Analysis was used to obtain better insight into the deformation behavior of the cable. Based on the findings of this research, it was determined that a 300 mm long press-fit sleeve with a 25.4mm long reinforcement grip ring is capable of supporting a 116 kN (26,000 lbf) to 126.5 kN (28,500 lbf) tensile load, with little to no adverse effects from fatigue testing. Since this value exceeds the 8,000 lbf load used by a Japanese team to perform this same task, it can be concluded that the press-fit grip design is capable of performing the required cable pull with a generous safety factor.

The purpose of this essay is to explore the importance of muscles about human motion from anatomy. Then, we will be able to establish the mechanism by muscular characteristic. Muscles include agonist muscle and antagonist muscle. The skeletons can only be moved by the contraction of muscles. That unidirectional force characteristic is just like the resistant tensile force of rope. The rope can be just tensioned, it can¡¦t be pressured. The purpose of this essay tries to use unique method to apply the rope to the mechanism. The way is to use the input rod to contact the rope from lateral; then, the move of the input rod will force on the rope, resulting in the deformation and tension of rope. Therefore, the rope of two extremities of output rod will be moved. This above particular method is called direct contact of rope. In order to generate the generalized mechanical device of the rope mechanism, The essay defines the generalized rule of the direct contact of rope; thus, the rope mechanism can use create design of mechanism devices to proceed mechanism synthesis.

Standards apply the proof of competence method to prove that a design force does not exceed a certain limit to ensure a certain safety level. Furthermore, standards elaborated during the last years apply a cycle-based approach instead of a time-based approach. The shortcomings of the standard ISO 16625:2013 need to be addressed in a revision. Therefore, the working group WG3 of ISO/TC 96 SC3 is preparing a new working draft ISO/WD 16625. This presentation is showing the requirements and objectives.

Thesis (B.S.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 1982. / MICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING / Includes bibliographical references. / by John Hainsworth. / B.S.