Authors: Molebogeng Oarabile Mmanyane Segaetsho, Velaphi Msomi, Vuyani Moni
Abstract: A comparison of middle transverse and longitudinal samples of 6 mm thick FSW AA5083/AA6082 joints is reported in this study. To investigate the differences, the study compares the FSW middle samples, obtained from the two orientations, to the parent materials through metallographic (macro/microstructure) and mechanical (tensile, micro-hardness) tests. The results revealed that the transverse and longitudinal samples had hardness values of 93.90 and 119.27 HV0.2, respectively, whereas the highest tensile strength of the same samples was 130.694 MPa and 127.833 MPa, with strain values of 0.054 and 0.0834, respectively.
3
Authors: Teck Jung Chai, Tan Cher Siang, Tang Hing Kwong, Koh Heng Boon
Abstract: Magnesium Oxide (MgO) board has been widely used in prefabricated lightweight steelframe wall systems and as the floor board covering component. It is a non-insulating sheathingboard product which consists of sustainable materials with the characteristics of fire resistance,weather-ability, strength, resistance to mold and mildew. Although MgO board has recentlyworldwide used in façade construction but the research data related to the laboratory work such asthe bending strength is still limited. The previous studies on the bending strength of MgO board arebased on various standards such as ASTM, JC688 and British Standard subjected to the productscharacteristics and patterns. Therefore, the bending strength values obtained were inconsistent andnot convincing. Thus, this paper aims to examine the bending strength of MgO board with threedifference thicknesses (6mm, 9 mm and 12 mm) based on BS EN 310:1993 subjected to threepoints bending test. The failure modes during three points bending test was observed and theexperimental results obtained were compared with the theoretical values and others relevantstandards. A total of thirty six specimens with twelve specimens for each thickness in two groupdirections namely longitudinal (length) and transverse (width) direction were tested. The specimenswere prepared based on BS EN 326-1:1994 and BS EN 325:2012. The maximum flexure load of thespecimens was recorded and arithmetic mean bending strength for each thickness was presented.The experimental results showed the tested MgO board was not achieved minimum bendingstrength for load bearing used. It is recommended to be used in non-load bearing façade claddingconstruction.
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Authors: S.F. Zhafer, A.R. Rozyanty, Sharifah Shahnaz Syed Bakar, Luqman Musa, A. Zuliahani
Abstract: Kenaf bast fibers were prepared into two types as untreated and maleic anhydride (MA) treated. Unsaturated polyester (UPE) resin was used as matrix and applied onto the kenaf bast fibers using hand lay-up method. Transverse and longitudinal flexural properties of unidirectional long kenaf bast fiber reinforced unsaturated polyester composites were performed and the effect of fiber modification and loading were studied. It is found that the transverse flexural strength of both types of composites decreases with the increasing of kenaf loading. Contrary, longitudinal flexural strength of both composites increases with the increasing of kenaf loading. Improved transverse and longitudinal flexural properties are shown by MA treatment of kenaf bast fiber. The interactions between fiber and matrix of fractured flexural surface were also observed by scanning electron microscope (SEM).
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Authors: Han Bin Xiao, Kai Fa Lu, Shi Qing Lu
Abstract: As a ship of high technology content, dredger is equipped with a very important structural part—spud. In actual working condition, spud is affected by seabed terrain and force of sediment. Moreover, water flow and wind will impact the hull. Consequently, the effect of moment of force on the hull’s center of gravity will cause heeling of the hull. This paper, with the help of geometrical relationship, is to quantificationally analyze and calculate the influence of transverse, longitudinal sloping and ordinary heeling on the underwater positioning accuracy of clamshell in the condition of heeling. Then it offers relevant compensation, in order to reduce the accuracy error of clamshell’s underwater positioning caused by hull’s heeling.
406
Authors: Fu Shen Ren, Su Li Chen, Zhi Gang Yao
Abstract: This paper studies the complex transverse vibration behavior of drill string. The drill string was simplified as flexible rotation beam, and drill string of complex load was simplified for flexible rotation beam system. The nonlinear dynamic equations of flexible rotation beam is established and the complex dynamic response of flexible rotation beam in resonance case is analyzed by using method of nonlinear dynamics method. Research result show that the chaotic responses are sensitive to the revolving speed, the nonlinear oscillation of drilling string can be controlled by changing the rotating speed. This study has guiding significance to keep sidewall stability in the process of horizontal wells of sidetrack, improve the drilling rate and reduce the cost of the drilling.
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Authors: J.Z. Zhou, W.J. Chu, J.H. Cheng, J.Y. Dai, C. Li
Abstract: The hinge-type turning fashion has been widely adopted in wheel loader. During the process of design, two kinds of parameters, stability and stability coefficient, have been thought out to evaluate a loader’s transverse stability. Majority of cultural documentary adopts the evaluation method of stability currently.In this paper, the opinion that the stability coefficient can be used to evaluate transverse stability is more reasonable and viable, which is proved and analyzed through experiments.It is certificated by theory and practice: Using the stability coefficient to evaluate a loader’s transverse stability is more scientific and exact. It has some significance to direct the design, manufacture and use of the wheel loader.
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Authors: Peng Gao, Li Yang Xie
Abstract: The traditional loading-strength interference model is used to calculate the reliability of components and system when random loading act once. In fact, components always work under repeated random loading, so it is important to derive a reliability model considering the frequency of loading. The two-dimensional distribution of random loading is proposed in this paper. In engineering practice, only a few samples of time-loading process can be obtained because of all kinds of limitation, so the reliability model based on transverse distribution of random loading. In addition, when it is difficult to know the exact distribution of random loading and strength, a discrete reliablity model is developed through the method of universal generating function. Finally, the reliability of system is analyzed considering common cause failure.
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Authors: Xiao Qiang Li, Yuan Yuan Li, Yan Long, Ming Shao, Jian Bing Zhang
Abstract: Ultrafine grain WC hardmetals were manufactured successfully from mixed powders of
nominal composition of WC-6Co-1.5Al(wt%). To manufacture bulk ultrafine grain WC alloys,
nanocrystalline WC powders as precursor were prepared for sintering from the mixed commercially
available powders by high energy milling of 15 h. Then the electrical current sintering process of
the milled powders was further studied. Experimental results showed that the density, hardness and
transverse rupture strength of the sintered alloys reached 14.224 g/cm3, HRA 94 and 1660 MPa,
respectively, by a appropriate coupling of pulse- and subsequent constant-current sintering and with
the total sintering time of 6 min. It seemed difficult to obtain desirable sintered hardmetal by a
single type of electric current sintering. However, the application of intensive pulse electric current
was favorable to sintering, although it was difficult to achieve good WC alloys only by the pulse
electric current sintering. A higher density WC alloy could be prepared by enlarging the electric
current when only constant electric current was applied to sinter the milled powders. Unfortunately,
the WC grains substantially coarsened concurrently so that the mechanical properties of the as
sintered alloy decreased obviously.
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Authors: R.N. Singh, R. Kishore, T.K. Sinha, B.P. Kashyap
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