The Experts below are selected from a list of 36 Experts worldwide ranked by ideXlab platform

R. Prabhu Sekar - One of the best experts on this subject based on the ideXlab platform.

  • Teeth Wear Enhancement Along the Tooth Profile of Spur Gear Drive by Balancing the Fillet Stress Through Positive Correction Factor
    Advances in Simulation Product Design and Development, 2019
    Co-Authors: R. Ravivarman, K. Palaniradja, R. Prabhu Sekar
    Abstract:

    This article suggests a modification in the correction factor which will improve the wear resistance for the equalized fillet stress in spur gear drive. As ruled, higher transmission proportional drives have an altering stresses in the fillet of pinion and the wheel. This fillet stress can be equalized by utilizing addendum alteration system. This changed addendum can bring down the fillet stress in the pinion subsequently enhancing the load Conveying Limit of the drives. Here, the fillet stress is assessed utilizing finite element analysis (FEA) technique for various blends of S+ drives. This correction factor is given in the pinion; wheel with the end goal that the bending strength of the drive is improved. At last, the fillet stress is equalized by varying the correction factors for every one of these drives, and the upgraded estimation of balanced strength with enhanced wear resistance is recommended for the spur gear drive.

Ch. Nithin Chakravarthy - One of the best experts on this subject based on the ideXlab platform.

  • Thermal stress reduction on polyamide gear by finite element method
    Materials Today: Proceedings, 2021
    Co-Authors: Sudhir Kumar, B. Sridhar Babu, N. Prabhakar, Ch. Nithin Chakravarthy
    Abstract:

    Abstract Polyamide (PA) gears are utilized in wide assortment of utilizations all through the world. Plastic pinion wheels give various favourable circumstances over metal ones. They weigh less, have lower idleness, and have better opposition in numerous destructive conditions. Plastic cog wheels likewise generally cost not exactly metal ones and can incorporate get together highlights into a plan. The PA outfits additionally have various disadvantages. For instance, it has a low burden – Conveying Limit, helpless warmth opposition, and short assistance life. The improvement in the life of polyamide outfits consistently relies on the decrease of hotness aggregation on the tooth side. The goal of the undertaking is to foresee the hotness collection and increment the heap Conveying capacity on the tooth side of the polyamide gears (PAG). To Avoid this aggregation of warmth; air-cooling openings made on the plastic stuff tooth side in various areas, with the expectation of bringing down tooth hotness by moving the warmth away from the tooth throughout these openings by means of convection.

Laith Nasser Hussain - One of the best experts on this subject based on the ideXlab platform.

  • Finite Element Modeling for Self-Compacting Reinforced Concrete Deep Beams Containing Web Openings
    International Journal of Engineering & Technology, 2018
    Co-Authors: Ahlam Sader Mohammed, Laith Nasser Hussain
    Abstract:

    A nonlinear Limited component display is utilized to approve the consequences of Limited component investigation with that of test work got from written works with the end goal to foresee execution of self-compacted strengthened solid; profound pillars incorporate roundabout web openings. Six indistinguishable profound bars were considered for this reason; one of them was strong that considered as a control bar. ANSYS PC program was utilized to accomplish the investigation of these bars. Examination between the test and Limited component strategy results shows a satisfactory understanding with the goal that the proposed model can be embraced in future for further investigations. The diagnostic tests which were improved the situation different cases considered showed that the heap redirection conduct and a definitive burdens are in great concurrence with the distributed libratory results. The outcomes demonstrate that most extreme contrast between the anticipated numerical extreme burdens to the trial extreme load for all cases was under (14%); while the greatest rate distinction for redirection esteems was about 11%. Likewise, the extent of the openings and its area influence the heap Conveying Limit of the shafts.  

R Venkatesh - One of the best experts on this subject based on the ideXlab platform.

  • Analysis on burden Limit of Piles from SPR values
    2015
    Co-Authors: Tanisha Singh, R Venkatesh
    Abstract:

    An investigation of piles is stopped complex and the estimation of Conveying Limit is ascertained from hypothetical recipe and burden test outcomes. The configuration resistance may be ascertained utilizing routine static piles plan hypothesis. The piles establishing profundities ought to be foreordained before establishment from a site geotechnical examination. To discover the field execution and appraisal burden Conveying Limits of piles, in-situ piles burden tests ought to be directed. In this study, field piles burden test information is investigated to appraise a definitive burden for end bearing piles. The explored site speaks the truth 100 × 110 m situated in Alexandria, Egypt. Geotechnical examinations at the site are done to a greatest profundity of 45 m. Four borings have been done in field. The tests are directed at the site for two Skelton structure structures to be developed on flatboat establishment laid on piles executed by persistent flight twist drill. Four piles burden tests are performed on 600 mm breadths and 27 m lengths. Extreme Limits of piles are resolved by techniques. It is reasoned that the rate of rubbing burden conveyed by the pole along the piles length speaks the truth 46% of aggregate burden while the rate of burden conveyed by the end bearing is 54% of aggregate burden. Another proposed technique by the creator is exhibited to ascertain a definitive Limit of piles from piles burden test. The proposed technique relies on upon the settlement of piles without thought seriously about the versatile distortion. An experimental recipe is exhibited from the relationship in the middle of anxiety and settlement of piles because of erosion and end bearing when deducting the flexible distortion. Notwithstanding, the got results for a definitive Limit of end bearing piles are thought to be more exact than different routines. The proposed system seems to give severe results that concurs well with the hypothetical forecasts. The proposed system is less demanding, snappier and more solid. The exact expectation of greatest burden Conveying Limit of exhausted piles is a mind boggling issue on the grounds that the piles is an element of countless. These elements incorporate strategy for exhausting, system for cementing, nature of solid, skill of the development staff, the ground conditions and the piles geometry. To learn the field execution and evaluation burden Conveying Limits of piles, in-situ piles burden tests are directed. Because of down to earth and time requirements, it is unrealistic to stack the piles up-to disappointment. In this study, field piles burden test information is broke down to appraise a definitive burden for grinding piles. The investigation depends on three piles burden test outcomes. The tests are led at the site of The Cultural and Recreational Complex undertaking in Port Said, Egypt. Three piles burden tests are performed on exhausted piles of 900 mm breadth and 50 m length. Geotechnical examinations at the site are completed to a most extreme profundity of 60 m.

Niklas Meyer - One of the best experts on this subject based on the ideXlab platform.