Analysis of the torsional load capacity of V-section band clamps Simon M Barrans 1,a, Adelle Waterworth 1,b and Salahaddin Sahboun 1,c

Similar documents
Contact pressure distribution in joints formed by V-band clamps Simon M Barrans 1,a, Goodarz Khodabakhshi 1,b and Qiang Xu 1,c

Finite element prediction of the ultimate axial load capacity of V-section band clamps

Engineering Mechanics: Statics

Engineering Mechanics: Statics

Mechanical Engineering Ph.D. Preliminary Qualifying Examination Solid Mechanics February 25, 2002

Members Subjected to Torsional Loads

STATICS. Friction VECTOR MECHANICS FOR ENGINEERS: Eighth Edition CHAPTER. Ferdinand P. Beer E. Russell Johnston, Jr.

Samantha Ramirez, MSE. Stress. The intensity of the internal force acting on a specific plane (area) passing through a point. F 2

Initial Stress Calculations

Torsion Stresses in Tubes and Rods

Stress Analysis Lecture 3 ME 276 Spring Dr./ Ahmed Mohamed Nagib Elmekawy

STEEL PIPE CLAMPS - STRESS AND FRICTION CAPACITY ANALYSIS

Design against fluctuating load

CONNECTION DESIGN. Connections must be designed at the strength limit state

Load Washers. Force. for Forces of 7, kn. F z. Type 9001A A 9081B, 9091B

CLUTCHES AND BRAKES. Square-jaw clutch

Stress Transformation Equations: u = +135 (Fig. a) s x = 80 MPa s y = 0 t xy = 45 MPa. we obtain, cos u + t xy sin 2u. s x = s x + s y.

Precision Ball Screw/Spline

SOLUTION 8 7. To hold lever: a+ M O = 0; F B (0.15) - 5 = 0; F B = N. Require = N N B = N 0.3. Lever,

Experiment Two (2) Torsional testing of Circular Shafts

Cite this paper as follows:

EXPERIMENTAL EVALUATION OF SHEAR STRENGTH OF WOVEN WEBBINGS

A study of forming pressure in the tube-hydroforming process

2012 MECHANICS OF SOLIDS

MODULE F: SIMPLE CONNECTIONS

HELICAL BUCKLING OF DRILL-STRINGS

Investigation into the Self-loosening Trend of Bolt Joints on the Tower Crane ShengChun Wang1,a, PeiWei Ni1,b, Ye Zhang1,c and MingXiao Dong1,2,d

EMA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 3 Torsion

Table of Contents. Preface...xvii. Part 1. Level

VIBRATION ANALYSIS OF TIE-ROD/TIE-BOLT ROTORS USING FEM

Expansion of circular tubes by rigid tubes as impact energy absorbers: experimental and theoretical investigation

Vane Type Rotary Actuators Series Variations

UNIT 3 Friction and Belt Drives 06ME54. Structure

3 Shearing stress. 3.1 Introduction

Frequently Asked Questions

Size Effects In the Crushing of Honeycomb Structures

[5] Stress and Strain

Key words: Polymeric Composite Bearing, Clearance, FEM

MECHANICS OF MATERIALS

(48) CHAPTER 3: TORSION

ME 2570 MECHANICS OF MATERIALS

MECE 3321 MECHANICS OF SOLIDS CHAPTER 1

New Representation of Bearings in LS-DYNA

Springs. 820 n A Textbook of Machine Design

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each.

Dynamic Tests on Ring Shear Apparatus

DEVELOPMENT OF DROP WEIGHT IMPACT TEST MACHINE

MECHANICS OF MATERIALS. Prepared by Engr. John Paul Timola

my!wind Ltd 5 kw wind turbine Static Stability Specification

2. (a) Explain different types of wing structures. (b) Explain the advantages and disadvantages of different materials used for aircraft

Overview. Dry Friction Wedges Flatbelts Screws Bearings Rolling Resistance

4. SHAFTS. A shaft is an element used to transmit power and torque, and it can support

Discussion: behaviour of jacked and driven piles in sandy soil

STRESS. Bar. ! Stress. ! Average Normal Stress in an Axially Loaded. ! Average Shear Stress. ! Allowable Stress. ! Design of Simple Connections

Torsion of Shafts Learning objectives

Downloaded from Downloaded from / 1

[7] Torsion. [7.1] Torsion. [7.2] Statically Indeterminate Torsion. [7] Torsion Page 1 of 21

PES Institute of Technology

my!wind Ltd 5 kw wind turbine Static Stability Specification

UNIT- I Thin plate theory, Structural Instability:

The University of Melbourne Engineering Mechanics

Application nr. 7 (Connections) Strength of bolted connections to EN (Eurocode 3, Part 1.8)

Torsion of shafts with circular symmetry

Module 2 Stresses in machine elements. Version 2 ME, IIT Kharagpur

Robust shaft design to compensate deformation in the hub press fitting and disk clamping process of 2.5 HDDs

2. Rigid bar ABC supports a weight of W = 50 kn. Bar ABC is pinned at A and supported at B by rod (1). What is the axial force in rod (1)?

R13. II B. Tech I Semester Regular Examinations, Jan MECHANICS OF SOLIDS (Com. to ME, AME, AE, MTE) PART-A

FE-Analysis of Stringer-to-floor-beam Connections in Riveted Railway Bridges

THE LOSMANDY G-11 MOUNT

M. Vable Mechanics of Materials: Chapter 5. Torsion of Shafts

Classic Mini ( ) Transmission Bearing Load Estimates During Service

Chapter 5 Torsion STRUCTURAL MECHANICS: CE203. Notes are based on Mechanics of Materials: by R. C. Hibbeler, 7th Edition, Pearson

THE EFFECT OF GEOMETRY ON FATIGUE LIFE FOR BELLOWS

2014 MECHANICS OF MATERIALS

Research Article An Analytical Model for Rotation Stiffness and Deformation of an Antiloosening Nut under Locking Force

TORQUE CAPACITY ENHANCEMENT OF A MAGNETORHEOLOGICAL FLUID CLUTCH USING THE SQUEEZE-STRENGTHEN EFFECT

Code No: R Set No. 1

BEARINGS Pillow Blocks

International Journal of Advance Engineering and Research Development

Shared on QualifyGate.com

QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS

3 Hours/100 Marks Seat No.

JDV CONTROL VALVES CO., LTD. JCT/JCTM Series 3/4 Way Trunnion Type Valve Manual

DETERMINE PARAMETERS HYDROMECHANICAL BULGE FORMING AXISYMMETRIC COMPONENTS FROM COPPER TUBES. Tomasz Miłek

Mechanics of Materials II. Chapter III. A review of the fundamental formulation of stress, strain, and deflection

7.6 Journal Bearings

THE NEW 1.1 MN m TORQUE STANDARD MACHINE OF THE PTB BRAUNSCHWEIG/GERMANY

Cone-shaped socket connections for cylindrical members

Problem " Â F y = 0. ) R A + 2R B + R C = 200 kn ) 2R A + 2R B = 200 kn [using symmetry R A = R C ] ) R A + R B = 100 kn

Lightweight. Geislinger Gesilco

Note to reviewers: See next page for basis for the change shown on this page. L-3160 TANGENTIAL CONTACT BETWEEN FLANGES OUTSIDE THE BOLT CIRCLE

Deflections and Strains in Cracked Shafts due to Rotating Loads: A Numerical and Experimental Analysis

Tuesday, February 11, Chapter 3. Load and Stress Analysis. Dr. Mohammad Suliman Abuhaiba, PE

VELOCITY EFFECTS ON THE BEHAVIOUR OF ASYMMETRICAL FRICTION CONNECTIONS (AFC)

Dimensions of propulsion shafts and their permissible torsional vibration stresses

PERIYAR CENTENARY POLYTECHNIC COLLEGE PERIYAR NAGAR - VALLAM THANJAVUR. DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK

Experimental investigation on monotonic performance of steel curved knee braces for weld-free beam-to-column connections

SOLUTION (17.3) Known: A simply supported steel shaft is connected to an electric motor with a flexible coupling.

Mechanical Behavior of Circular Composite Springs with Extended Flat Contact Surfaces

Constitutive Equations (Linear Elasticity)

Transcription:

Analysis of the torsional load capacity of V-section band clamps Simon M Barrans 1,a, Adelle Waterworth 1,b and Salahaddin Sahboun 1,c 1 School of Computing and Engineering, University of Huddersfield, Queensgate, Huddersfield, West Yorkshire, HD1 3DH, UK a s.m.barrans@hud.ac.uk, b a.waterworth@hud.ac.uk, c salahaddin.sahboun@hud.ac.uk Keywords: V-section band clamp, Marman clamp, torsional load capacity, friction, turbocharger. Abstract. This paper investigates the torsional load capacity of three sizes of V-section band clamps when assembled onto rigid flanges by comparing experimental data with a developed theoretical model. This mode of failure is of particular interest for turbocharger applications where, in use, they are subjected to torsional loading via thermal and vibrational effects. The theoretical model developed allows the impact on torsional load capacity of a number of joint parameters to be investigated and good correlation of the results, incorporating variations in coefficients of friction and dimensions, has been shown for the two larger band sizes. For smaller diameter bands, the experimental data suggests that as the band is tightened, contact with the flange is localised rather than being over the full circumference of the band. The coefficients of friction, in particular that between the flanges, and the position of the contact point between band and flange have been shown to have a significant impact on the theoretical torsional load capacity of V-section band clamps. Introduction V-section band clamps are a derivative of Marman clamps; used for a wide range of applications, particularly in the automotive and aerospace industries. Previous work on the Marman clamp systems includes satellite separation shock [1] and dynamic behaviour [1, 2] of such clamps on spacecraft. The sealing performance [3] of V-insert clamps used on exhaust pipes has also been studied. The V-section band clamps considered in this paper are made from a solid, flat-bottomed, V- section ring with associated trunnion loops and t-bolt fastening, Fig. 1 [4], which are the more common type used in turbocharger assemblies. Fig. 1 V-section band clamp assembled onto a pair of stiff flanges A theoretical model of the internal loads in V- band joints was presented in [5] extended to include axial clamping load in [6]. More recently, preliminary studies have been reported on ultimate axial load capacity [7]. However, little work has been done to analyse the torsional load capacity of such joints; a mode of failure of particular interest in turbocharger applications. A small study has been reported [8], whereby the axial clamping load predicted in [6] was used in place of the thrust load within a clutch theory based approach to predict the torsional load capacity of V-band joints. However, the transverse friction effect reported in [6] and [9] as being significant was disregarded. This paper will investigate the torsional load capacity of three sizes of V-section band clamps when assembled onto rigid flanges. The theoretical model developed will be based on the infinitesimal segment previously used in [6] rather than considering the V-band as a whole. The

impact on torsional load capacity of a number of joint parameters including t-bolt tension, friction and the position of the contact point between band and flange will also be investigated. Theoretical approach The full torsion model (T TOTAL, total theoretical torque capacity) is made up of two parts, torque at the flange-to-flange interface (T F ) and torque at the flange-to-band interface (T B ). The first part, T F, is calculated using single plate clutch theory, assuming a uniform pressure distribution [1]. This part of the theoretical development is similar to that presented in [8]. The transmitted torque at the flange-to-flange interface, T F, using the definition of F A in terms of t-bolt load, F β, which is given in [6] is: T F = 2 3 µ F r o 3 r i 3 r o 2 r i 2 (1 µ B tan ϕ)f β (sin ϕ+µ B cos ϕ) µ B (tan ϕ+µ B ) µ B β 1 exp µ B cos ϕ+sin ϕ (1) Where r o and r i are the outer and inner radii of the flange contact faces, φ is half the included angle of the V-band section and β is half the arc angle of the band. In order to determine the torque capacity, T B, of the interface between the band and the flange the theory presented in [6] is extended. Within the V-band joint, tightening the t-bolt will generate a normal force per unit length, q, between the band and the flange, which is related to the radial force per unit length, f r, and the static coefficient of friction at the band to flange interface, µ B. Then, using the relationship between f r and the circumferential force F θ generated in the band by tightening the t-bolt yields: q = F θ 2(sin ϕ+µ B cos ϕ)r (2) Considering an infinitesimal annular segment dθ of the band, the torque reaction between the band and one flange, dt B, is given as dt B = F θ µ B Rdθ 2(sin ϕ+µ B cos ϕ) (3) where Rdθ is the unit length over which the load q is acting and R is the radius of the torque. Using the relationship in [6] between F θ and the t-bolt load, F β and integrating dt B to give the total torque reaction between the band and one flange, T B, yields: β T B = 2 dt B = 2 µ B RF β β 2(sin ϕ+µ B cos ϕ) e µ B (θ β) µ B β µ B cos ϕ+sin ϕ dθ = RF β 1 e µ B cosϕ+sinϕ (4) The total theoretical torque capacity, T TOTAL is achieved by addition of the torque at the flange-toflange interface (T F ), Eq. 1, and torque at the flange-to-band interface (T B ), Eq. 4. Experimental work The experimental work has been carried out on a special purpose torsional test rig, Fig. 2. The rig allows two flanges to be clamped together with a V-section band clamp on a supporting shaft. The flanges are attached to arms; one moved via a hydraulic ram (the lever arm), the other held stationary via a load cell (the fixed arm). The torsional load applied by the ram is transmitted through the band-to-flange contact area and the flange-to-flange contact face and reacted by the load cell. T-bolt load is measured using a small washer load cell between the trunnion collar and the

t-bolt nut. Data was recorded using a digital oscilloscope. The oscilloscope also collected data from two LVDT probes, positioned to measure movement of the two arms. For each band a t-bolt load range of 1kN to1kn (in approximate 1kN increments) was applied, with full face dry contact between the flanges. Fixed arm Fixed arm load cell Spherical plain bearing Fig. 2 V-section band clamp assembled onto a pair of rigid flanges on the torsional test frame The point of initial torsional slip was calculated from the fixed arm load cell reading, and determined by analysing the readings from that instrument and the LVDT probe attached to the fixed arm. As joint slippage occurred, the fixed arm experienced a fast and relatively small reversal of movement as it relaxed. This slippage point was also characterised by a slight change of response from the lever arm LVDT and a small peak on the fixed arm load. Friction Frictional loads affect the results in three ways. As discussed in [6], increasing the friction coefficient between the band and the flanges decreases the axial clamping load generated when tightening the T- bolt. However, increasing this coefficient of friction increases the torque resistance of the band to flange joint. The final affect is between the two flange faces where an increase in coefficient of friction also increases the theoretical torque resistance. Since the band and flanges are made of different materials and by different methods, it is assumed that the coefficients of friction will be different which further complicates the effect of friction. A preliminary theoretical investigation of the effects of friction with µ varying between.5 and.5 for both band-to-flange and flange-toflange contact areas showed that torsional load capacity could change by a factor greater than four. Since these frictional effects can have such a large impact on the theoretical results, a practical test was carried out to assess the real coefficients of friction. This employed a standard inclined plane. The lowest and highest theoretical total torque values utilising a combination of minimum and maximum values (which are calculated as the average ± 3 standard deviations of the friction test results) are used in the comparison of theoretical results to the experimental results. Other important parameters V-band assembled on to flanges Ram Lever arm Beta angle. Shoghi [5] assumed a beta angle of 167 in the calculation of applied axial clamping load, F A. However, there is contact between flange and band of almost 18. The stiffness of the band section and the stiffness in the circumferential direction will result in some contact pressure being generated. Using 18 instead of 167 in this theory increases the expected torsion capacity by only a small amount (i.e. approximately a 5% increase at 5kN t-bolt load). Band diameter. The theoretical results have used the V-section band and flange specification nominal diameters. For the three sizes of band tested, varying the dimension of the inner and outer radii by ± 1 mm has a minimal effect, less than 3%, on the calculated torque capacity. Band to flange contact angle. The parameter which has a significant effect on the theoretical results is the contact angle, ɸ, between the outer edge of the flanges and the leg of the V-section band, see Fig. 3. Nominally this angle is 2, typically with a tolerance of ± 1. However, this value

can only be assumed if the flange edge contacts the band on the straight portion of its leg. Past researchers have generally assumed contact on the straight part of the V-section band leg. If the flange to band contact point moves to the radii between the end of the straight leg portion and the back of the band, the normal to the contact surface can be altered significantly. The position of contact point is determined by the flange tip width. During this research the flange tip width has been investigated using a shadow graph method. However, individual band cross section geometries were not measured. Hence, the flange tip measurements have been combined with the band specification tolerance to determine maximum and minimum contact angles as shown in Table 1 for use in the theoretical calculations. Table 1 Contact angle, ɸ Minimum contact angle Band diameter [mm] Maximum contact angle 114 19 33 181 19 35 235 29 57 Results and discussion The results are presented in Fig. 4; one graph for each V-section band diameter using the various parameters discussed above to calculate an expected range drawn from the theoretical analysis. This is compared with repeated experimental tests on the same band for each size. It can be seen that for each band size, as the test is repeated, the torsional load capacity increases. V-band foot radius NOMINAL FLANGE CONTACT POINT V-band foot Nominal flange ɸ = 2 Undersize flange V-band leg / straight portion ɸ = 4 V-band back UNDERSIZE FLANGE CONTACT POINT Fig. 3 Change in contact angle, ɸ, with differing flange tip widths Although reasonable correlation of experimental results to the theory is seen for the two larger diameter bands, for the smaller band the average experimental results is almost twice the average expected slip torsion. There are two plausible reasons for this. Firstly, after testing of the small band, it was noted that galling had occurred on the flange-to-flange contact area in a radial direction. This effectively increases the static coefficient of friction. Due to the localised nature of the galling marks, it was not possible to assess the influence on friction using a standard inclined plane rig. A range of coefficient of friction for the flange to flange interface of.55 to.65 would correlate well with the experimental results shown. Secondly, it is assumed that when tightening the T-bolt, the band forms a circular arc as it comes into contact with the flanges. This assumption is reasonable for large bands where the radial stiffness is relatively low and the bands will readily conform to the circular flanges. However, smaller bands with the same cross section are much stiffer in the circumferential direction. Ensuring that these bands formed a circular arc once they were tightened to come into contact with the flanges would be extremely difficult given the manufacturing methods used (as described in [11]). Hence, it is probable that for smaller diameter bands, contact will take place over only part of the band circumference. A substantial proportion of the band tension generated by the t-bolt is absorbed by the exponentially decaying frictional circumferential reaction load. At any point on the band, this load is proportional to the contact pressure. If t-bolt tension is held constant but the contact region is reduced, the contact pressure must therefore increase. This will then lead to an increase in the torsional load capacity of the band to flange interface.

Slip torsion (Nm) 12 8 4 114 mm band Theoretical total torque (Nm) [COF.14/.34/ɸ=19] Theoretical total torque (Nm) [COF.14/.11/ɸ=33] Experimental data 1 Experimental data 2 Experimental data 3 Slip torsion (Nm) 12 8 4 T-bolt tension (N) 2 4 6 8 1 181 mm band Theoretical total torque (Nm) [COF.14/.27/ɸ=19] Theoretical total torque (Nm) [COF.14/.18/ɸ=35] Experimental data 1 Experimental data 2 Experimental data 3 12 T-bolt tension (N) 2 4 6 8 1 235 mm band Slip torsion (Nm) 8 4 Theoretical total torque (Nm) [COF.14/.1/ɸ=57] Theoretical total torque (Nm) [COF.26/.25/ɸ=29] Experimental data 1 Experimental data 2 T-bolt tension (N) 2 4 6 8 1 Fig. 4 Comparison of theoretical and experimental results for three band sizes

Conclusions This paper has investigated the torsional load capacity of three sizes of V-section band clamps when assembled onto rigid flanges. The theoretical model developed has been shown to have good correlation to the experimental results for the two larger band sizes. The coefficients of friction, in particular that between the flanges, has been shown to have a significant impact on the theoretical torsional load capacity of V-section band clamps, warranting further investigation. The position of the contact point between band and flange and hence contact angle, ɸ, has a significant impact on the theoretical torsional load capacity. For smaller diameter bands, the experimental data suggests that as the band is tightened, contact with the flange is localised rather than being over the full circumference of the band. Further work The test flanges have been machined to allow for the use of a greased washer during testing and hence eliminate flange to flange contact. Also, different washer thicknesses will facilitate the investigation of varying the flange tip widths to control the contact angle, ɸ. The circularity of the contact line on the bands as their nominal diameter is reduced to bring them into contact with the flanges should be measured. The impact of any lack of circularity will be investigated using numerical methods. Acknowledgements The authors gratefully acknowledge the support of Teconnex Ltd, Keighley, UK and the comments and observations made by I Brown of Teconnex Ltd and K Shoghi of Borg Warner Turbo Systems Ltd, Bradford, UK. References 1. Takeuchi S, Onoda J. Estimation of separation shock of the Marman clamp system by using a simple band-mass model. Trans Jap Soc for Aeronautical and Space Sciences. 22; 45: 53-6. 2. Qin ZY, Yan SZ, Chu FL. Dynamic analysis of clamp band joint system subjected to axial vibration. Journal of Sound and Vibration. 21; 329: 4486-5. 3. Yoon SH, Hwang YE. Sealing Performance Test for V-Insert Clamp Applicable to Automobile Exhaust Pipes. Journal of Mechanical Engineering Science. 212; Part C. 4. Barrans SM, Muller M. Finite element prediction of the ultimate axial load capacity of v- section band clamps. Journal of Physics: conference series. 29; 181: 1-8. 5. Shoghi K. Stress and strain analysis of flat and v-section band clamps. University of Huddersfield, UK, 23. 6. Shoghi K, Barrans SM, Ramasamy P. Axial load capacity of v-section band clamp joints. In: 8th Int Conf Turbochargers and Turbocharging. London: Woodhead Publishing, 26, p. 273-85. 7. Muller M, Barrans SM. Impact of flange geometry on the ultimate axial load capacity of v- band clamps. IN: 9th Int Conf Turbochargers and Turbocharging. London: 21, p. 183-92. 8. Guo H, Wang D, Liang E. A Methodology to Predict Axial Clamping Force and Anti-rotating Torque for V-band Joint. Power Systems Conference. Fort Worth, Texas, USA: SAE International, 21. 9. NASA. Marman clamp system design guidelines. Guideline no GD-ED-2214. 2. 1. Hannah J, Stephens, R. C. Mechanics of machines: elementary theory and examples: London : Edward Arnold, 1984. 11. Muller M, Barrans SM, Blunt LA. Predicting plastic deformation and work hardening during v- band formation. Journal of Materials Processing Technology. 211; 211: 627-36.