Search results for "Punching"

showing 6 items of 6 documents

Vibration Control of a High-Speed Precision Servo Numerically Controlled Punching Press: Multidomain Simulation and Experiments

2017

A three-degree-of-freedom mathematical vibration model of a high-speed punching press was developed in order to explore the vibration modes of the punching press. A multidomain model of the punching press was established to predict the kinematic state during different conditions, as well as the effects of load fluctuation on the motor speed. Experimental measurements of the acceleration of the punching press were carried out. The results comparison reveals that the multidomain model is consistent with the vibration model and the experimental measurements. Modal analysis and structure modification of the punching press were conducted. The foundation at the base of the punching press was impr…

0209 industrial biotechnologyEngineeringArticle SubjectModal analysisVibration controlMechanical engineeringCondensed Matter Physic02 engineering and technologyKinematicsAcceleration020901 industrial engineering & automation0203 mechanical engineeringMechanics of MaterialPunchingCivil and Structural Engineeringbusiness.industryMechanical EngineeringComputingMilieux_PERSONALCOMPUTINGStructural engineeringGeotechnical Engineering and Engineering GeologyCondensed Matter PhysicsStrength of materialslcsh:QC1-999Vibration020303 mechanical engineering & transportsMechanics of Materialsbusinesslcsh:PhysicsServoShock and Vibration
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Practical Calculation Models for Column Footing and Comparison with Experimental Data

2017

In this paper, a simplified calculation model for the prediction of the load-carrying capacity of an RC column footing with a square cross section is presented. A detailed background of available experimental data and existing models for the prediction of the load-carrying capacity of slender and deep footings is presented. Cases of flexural failure and punching shear failures for slender footing and concrete strut crushing and tie yielding in deep members are analyzed. The aim of the paper is to propose a simple design formula for slender and deep footing verified by available experimental data and in agreement with other existing expressions. Expressions of the maximum mechanical ratio of…

0211 other engineering and technologiesExperimental dataFooting020101 civil engineeringPunching shear02 engineering and technologyBuilding and ConstructionMechanicsColumn (database)0201 civil engineeringBeam modelElastic soilArts and Humanities (miscellaneous)Concrete crushingStrut-and-tie model021105 building & constructionGeologyCivil and Structural EngineeringPractice Periodical on Structural Design and Construction
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Electrical energy analysis and potential environmental improvements of sheet metal punching processes

2013

Discrete part manufacturing processes, in particular non-conventional production processes, are still poorly documented in terms of environmental footprint. Within the separating processes, sheet metal punching processes have not been analyzed yet from environmental point of view. The present paper aims to contribute to filling this knowledge gap. In particular, two different punching machine tool architectures were analyzed. Following the previously developed CO2PE methodological approach, power studies and a preliminary time study have been performed in order to understand the contribution of each sub-unit towards the total energy demand. The influence of the most relevant process paramet…

CIB_LCEmanufacturingSustainable Manufacturing Energy Efficiency Punchingpunchingenvironmental impactSettore ING-IND/16 - Tecnologie E Sistemi Di Lavorazioneenergy efficiency
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Simplified model for compressive response of RC column footing with square cross-section

2017

Abstract In this paper, a simplified calculus model for the prediction of the compressive response of RC column footing with a square cross-section is presented. As it is well-known RC concrete footing are designed adopting uniform contact pressures on the substrate and assuming a strut and tie model in deep members and a cantilever beam or slab model in flexible members. Deep and flexible members are distinguished in literature only based on the tangent of the angle expressed as the ratio between the depth and the shear span of the footing. In this paper, several subgrade contact pressures distribution for column footings (rigid or soft soils) were considered in developing a mechanical mod…

EngineeringCantileverbusiness.industry0211 other engineering and technologiesTangent020101 civil engineering02 engineering and technologySubgradeStructural engineering0201 civil engineeringSettore ICAR/09 - Tecnica Delle CostruzioniShear (geology)Punching shear021105 building & constructionSquare cross sectionSlabLoad displacementbusinessFooting Strut and tie model Beam model Elastic soil Winkler modelCivil and Structural Engineering
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Influence of oblique edge blanking on the online punching quality after stretch bending

2018

The oblique edge punching was proposed to reduce the surrounding sag failure occurred under the large punching force during online punching after stretch bending. The finite element models under three different kinds of punches were stablished and the punching processes were simulated by using the DEFORM-3D software. Comparison between the flat-edge punch and the oblique edge punches were realized, and the optimal height of the oblique edge of the unilateral bevelled punch and the single-peak bevelled punch were obtained. Three kinds of punches were designed based on the simulation results, and the experiments for manufacturing the upper strip of the automobile door frame by the online punc…

Materials scienceSurrounding sag failure0206 medical engineeringComputerApplications_COMPUTERSINOTHERSYSTEMS02 engineering and technologyBendingEdge (geometry)GeneralLiterature_MISCELLANEOUSQuality (physics)Unilateral bevelled punchGeneral Materials SciencePunchingOnline punchingRadiationComputingMilieux_THECOMPUTINGPROFESSIONbusiness.industryComputingMilieux_PERSONALCOMPUTINGOblique caseSingle-peak bevelled punchOblique edge blankingStructural engineering021001 nanoscience & nanotechnologyCondensed Matter Physics020601 biomedical engineering0210 nano-technologybusinessBlanking
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Practical Model for Load-Carrying Capacity of Eccentrically Loaded Square Column Footings

2018

In this paper, a practical calculus model based on the strut-and-tie approach for prediction of the load-carrying capacity of eccentrically loaded RC column footings with square cross sections is presented. Existing models based on beam or slab models with flexural and two-way slab punching shear failure are presented and discussed. Several subgrade contact pressure distributions for column footings are considered. A parametric analysis of the effects of footing and column dimensions (depth, width), longitudinal ratio of longitudinal steel, and strength of concrete and steel is made for all models examined. Available experimental data are utilized to verify the model in comparison with exis…

Materials sciencebusiness.industryFootingBuilding and ConstructionStructural engineeringPunching shearColumn (database)Load carryingSettore ICAR/09 - Tecnica Delle CostruzioniArts and Humanities (miscellaneous)Beam modelElastic soilConcrete crushingStrut-and-tie modelSquare (unit)businessCivil and Structural Engineering
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