Fifth Report of the Wire Ropes Research Committee

1935 ◽  
Vol 130 (1) ◽  
pp. 373-478 ◽  
Author(s):  
W. A. Scoble

The present Report, like those which have preceded it, includes results which can be divided into two sections. The work of the first section follows from data recorded in earlier Reports. The Fourth Report included test results for ropes of 2 inches circumference which were tested on the larger machines, whilst the facilities for handling larger ropes allowed those consisting of more wires to be tested, since these more flexible constructions are not generally made of 1 inch circumference. Rope 20 of 2 inches circumference, 6 × 19, was included for comparison with the earlier 1-inch ropes of similar construction to indicate the importance or otherwise of the scale effect. The 2-inch rope was somewhat inferior to the poorer of two 6 × 19 1-inch ropes, Nos. 10 and 14, which differed appreciably in performance. Comparison of two 6 × 19 Trulay ropes, one about three times as large as the other, confirmed the superior life of a small compared with a large rope under corresponding conditions. Nos. 10 and 14 showed that appreciable differences may be met with in ropes supposed to be similar, so it was thought that the apparent inferiority of the larger rope was partly due to the fact that No. 20 belonged to the lower region of the range of performance which may be anticipated. Another 6 × 19 rope of 2 inches circumference, No. 26, of the same tensile strength as No. 20, was available, so it was tested to check this supposition and the probable range of behaviour. A few further tests of the 2–inch circumference ropes, arranged 6 × 19, 6 × 24, and 6 × 37, were made under more severe conditions than were covered by the data of the Fourth Report. The investigation of the effect of rope speed was carried a stage further by an attempt to discover whether slip between rope and pulley was a possible cause of a reduction of rope life at higher speeds. The lubrication of ropes has been the subject of more detailed study and an Appendix by Mr. P. G. Taigel, B.Sc. (Eng.), G.I.Mech.E., is included giving the results of many experiments and throwing further light on this important matter. The second section of the Report records the results of new work which, although it is necessarily related to, is not merely an extension of, the earlier experiments. Three flattened-strand ropes of different but typical constructions were fully tested over pulleys. A set of ropes made from the same wire but in 6 × 7, 6 × 19, 6 × 24, and 6 × 37 constructions was tested to confirm whether the pulley diameter should be related to the wire or to the rope diameter. Of another set of three ropes of similar construction and size, two were of wire having tensile strengths of 80–90 and 100–110 tons per sq. in. respectively, obtained by drawing, and the third was of wire of 80–90 tons per sq. in. tensile strength, secured by heat treatment, to confirm the effect of the tensile strength of the wire on the life of ropes and to determine whether heat-treated wire was as good as drawn wire. These ropes were made under the supervision of Mr. A. T. Adam, of Messrs. Bruntons, and were prepared for tests in connexion with his questions in the Discussion on the last Report. Experiments were carried out on a new machine designed to represent ropeway conditions. A rope under tension was traversed by a pulley taking a lateral load which caused the rope to bend through a small angle at the pulley. Comparative tests of ropes on chilled and ordinary cast iron pulleys were followed by similar tests on pulleys made of other metals or with linings at the tread. In most of the constructions dealt with, ropes were examined under an empirical static bending test and the measurements made were plotted and analysed. Little is said about the wire itself because, although more time and work have been devoted to it than to the complete ropes, many results have been negative, whilst experience has shown that hasty conclusions are likely to be wrong. It is considered that the new tests developed during this research should be given further trial before they are recommended for general use. This being the final Report of the Committee, the opportunity is taken to review the conclusions which have been drawn from time to time, and an attempt is made to stress the practical bearing of some of them.

Alloy Digest ◽  
1968 ◽  
Vol 17 (12) ◽  

Abstract Brush Alloy 190 is a mill-heat treated beryllium copper strip with a tensile strength up to 190,000 psi. It eliminates the need of customer heat-treating by providing high properties combined with exceptional formability. This datasheet provides information on composition, physical properties, hardness, elasticity, and tensile properties as well as fatigue. It also includes information on corrosion resistance as well as forming, heat treating, joining, and surface treatment. Filing Code: Cu-194. Producer or source: Brush Beryllium Company.


Alloy Digest ◽  
1960 ◽  
Vol 9 (7) ◽  

Abstract USS STRUX is an alloy steel designed for use in the heat treated condition at a minimum tensile strength of 280,000 psi. At this very high strength level the steel has adequate ductility and notch toughness for critical applications. This datasheet provides information on composition and tensile properties. Filing Code: SA-100. Producer or source: United States Steel Corporation.


Materials ◽  
2021 ◽  
Vol 14 (10) ◽  
pp. 2602
Author(s):  
Huaqiao Wang ◽  
Jihong Chen ◽  
Zhichao Fan ◽  
Jun Xiao ◽  
Xianfeng Wang

Automated fiber placement (AFP) has been widely used as an advanced manufacturing technology for large and complex composite parts and the trajectory planning of the laying path is the primary task of AFP technology. Proposed in this paper is an experimental study on the effect of several different path planning placements on the mechanical behavior of laminated materials. The prepreg selected for the experiment was high-strength toughened epoxy resin T300 carbon fiber prepreg UH3033-150. The composite laminates with variable angles were prepared by an eight-tow seven-axis linkage laying machine. After the curing process, the composite laminates were conducted by tensile and bending test separately. The test results show that there exists an optimal planning path among these for which the tensile strength of the laminated specimens decreases slightly by only 3.889%, while the bending strength increases greatly by 16.68%. It can be found that for the specific planning path placement, the bending strength of the composite laminates is significantly improved regardless of the little difference in tensile strength, which shows the importance of path planning and this may be used as a guideline for future AFP process.


1895 ◽  
Vol 58 (347-352) ◽  
pp. 265-468 ◽  

During the progress of my investigation of the bacterial flora of the River 'l'hames, I have frequently isolated from the water a Rchizomycete, which turns out to be in many respects one of the most interesting forms yet met with, and probably one of the most instructive species yet known to science. It occurs at all seasons, more or less, but oftenest during the autumn and winter months, and is found on the isolation plates as white colonies, becoming yellowish with age, which rapidly develop into large membranous growths, so like tho mycelium of a fine mould that it is quite conceivable, or even probable in some cases, observers might pass it by as a small mucor or other fungus, not belonging to the schizomycetes at all.


2015 ◽  
Vol 815 ◽  
pp. 643-648
Author(s):  
Yin Zhu ◽  
Jiong Xin Zhao

The effect of heat setting methods on the structures and mechanical properties of high strength polyvinyl alcohol (PVA) fibre is studied in this article. The microstructure and mechanical properties of heat treated PVA fibre is investigated by scanning electron microscopy (SEM), X-ray diffraction (XRD), and single fibre electronic tensile strength tester. Results show that the heat setting method with constant tension is a good heat setting method which can largely enhance the tensile strength of PVA fibre. During the heat setting process, the mechanical properties of PVA fibre are greatly affected by the temperature, tension and setting time. When the temperature is 220°C, tension is 5cN/dtex and setting time is 90sec, the tensile strength of PVA fibre increases from 12.0cN/dtex to 16.4cN/dtex in compare with the PVA fibre without heat setting


Materials ◽  
2018 ◽  
Vol 11 (11) ◽  
pp. 2118 ◽  
Author(s):  
Marek Pszczola ◽  
Cezary Szydlowski

In regions with low-temperatures, action transverse cracks can appear in asphalt pavements as a result of thermal stresses that exceed the fracture strength of materials used in asphalt layers. To better understand thermal cracking phenomenon, strength properties of different asphalt mixtures were investigated. Four test methods were used to assess the influence of bitumen type and mixture composition on tensile strength properties of asphalt mixtures: tensile strength was measured using the thermal stress restrained specimen test (TSRST) and the uniaxial tension stress test (UTST), flexural strength was measured using the bending beam test (BBT), and fracture toughness was measured using the semi-circular bending test (SCB). The strength reserve behavior of tested asphalt mixtures was assessed as well. The influence of cooling rate on the strength reserve was investigated and correlations between results from different test methods were also analyzed and discussed. It was observed that the type of bitumen was a factor of crucial importance to low-temperature properties of the tested asphalt concretes. This conclusion was valid for all test methods that were used. It was also observed that the level of cooling rate influenced the strength reserve and, in consequence, resistance to low-temperature cracking. It was concluded that reasonably good correlations were observed between strength results for the UTST, BBT, and SCB test methods.


Sign in / Sign up

Export Citation Format

Share Document