连接器设计指引课件.ppt
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1、INTRODUCTION TO CONNECTOR DESIGN FUNDAMENTALSSection 1:Contact Interfacel Surface Roughnessl Electrical Propertiesl Mechanical PropertiesSection 2:Engineering Materials l Plasticsl Metalsl PlatingsSection 3:Contact Normal Force and Contact Geometry l Relationship to Hertz stressl Effects on contact
2、performanceSection 4:Connector Design Overviewl Engineering approach to design processl Customer and manufacturing requirementsl Design FMEAl Concept development approachSection 5:Connector Testingl Purposel LLCR measurementl Common types of tests and purposesSection 6:Recommended Areas for Further
3、TrainingSection 1:Contact InterfaceThe first 3 sections will deal with some of the basic underlying theory for connectors.The contact interface is the heart of the connector,so we will look at this area first.In order to understand what happens at the contact interface,it is necessary to first look
4、at the contact surface from the microscopic point of view.The surface is not a smooth surface,regardless of whether it is on the rolled surface of the material or the stamped edge.An analogy between the contact surface and a hilly terrain can be used to help visualize the topology of the contact sur
5、face.The contact surface is made up of a numerous hills and valleys.The high points of the hills where electrical contact is made with the opposite mating surface are called asperities or a-spots.a-spots where electrical connection is madecontact acontact bSection 1:Contact InterfaceThe current flow
6、lines must bend and constrict to go thru these a-spots.Thus,the terminology constriction resistance is used for the resistance resulting from the current having to flow only thru the a-spots when it reaches the mating interface.This is often also called contact resistance,but contact resistance is a
7、ctually constriction resistance plus the resistance of any thin oxide films or other contaminants at the interface.An analogy might be to think of it as a large group of people moving down a hallway and then suddenly encountering a small exit to leave the building.There will occur a bunching up peop
8、le at the entry way,reducing the flow of people(i.e,restricting the number of people who can pass thru this exit area at one time.current flowlinesSection 1:Contact InterfaceThe formula for constriction resistance,Rc,for a single a-spot isRc =kr r/awhere r=resistivity of the materiala=contact spot d
9、iameterk=a parameter dependent on the mode of deformation and geometric factorsAdditionally,the variable a is related to hardness,H,and normal force,FN,in the following mannera (FN/H)1/2 Thus,as normal force increases or hardness decreases the a-spot size increases.In actuality,there are numerous a-
10、spots at any contact interface,so the constriction resistance is actually a combination of a macroconstriction determined by the overall distribution of contact spots and a parallel resistance of microconstrictions due to the individual spots.Thus,Rc becomes Rc=RM +Rm =r r/D+r r/nae whereD =diameter
11、 of the distribution of contact spots(apparent contact area)ae=effective size of the individual spotsSection 1:Contact InterfaceHowever,it has been shown that a distribution of contact spots behaves in the same manner as a single spot of diameter,De,where De is an effective diameter that represents
12、the total a-spot area.Thus the constriction resistance can be represented by the formula:Rc =kr r/DeSo what does all this tell us in a nutshell?Basically that there are 4 factors that significantly effect the value of constriction resistance:1)resistivity of the material2)normal force3)hardness of t
13、he material4)geometry of the contact areaHowever,with contacts there is another factor that must be considered.Contacts are for the most part always plated.So how does this effect the previous discussion?Well,since the plating thickness is very small in the 15 to 200 microinches,we would expect that
14、 the bulk of the constriction to occur in the base metal and the deformation of the a-spots to occur in the plating.base metalplatingSection 1:Contact InterfaceThus,we would expect the constriction resistance to be a function of the resistivity of the base metal and the hardness of the plating.For e
15、xample,tin plated brass has a much lower constriction resistance than pure brass or pure tin(note:the resistivity of brass and tin in Wcm x 104 are 7.5 and 16.9,respectively,and the hardness in lbs/in2 are 172,000 to 185,000 and 18,000,respectively).Also,note that as the thickness of tin increases t
16、he constriction resistance also increases,due to some of the constriction occurring in the tin,instead of the brass.However,what we are really interested in is contact resistance,which is made up of both constriction resistance and film resistance,as mentioned earlier.Film resistance is a function o
17、f the type of plating used and environmental exposure.This discussion will be postponed until Section 3,when engineering materials are covered.Section 1:Contact InterfaceWe will now move into a more detailed discussion of the mechanical aspects of the contact interface.The mechanical aspects are con
18、cerned with friction and wear.Friction and wear are actually two different ways to describe what happens at the a-spots when the interface is disrupted by an applied stress.The discussion will focus on a single a-spot,since the argument can easily be expanded to multiple a-spots.Friction,as we know,
19、is the force that opposes the relative motion of two surfaces in contact under a shear stress.Ff =m Fnwhere Ff=friction force,m=coefficient of friction,and Fn=force holding the two surfaces together(in the case of the connector this is the contact normal force)For contacts,the coefficient of frictio
20、n can range from 0.05 to 1.Low values of coefficient of friction reflect situations where the contact area is covered by some chemically bonded film(such as oxides),adsorbed films(such as water or organic),or intentionally applied lubricants.High values of coefficient of friction reflect the effects
21、 of plastic deformation of the a-spots and the creation of metallically bonded junctions of higher shear strength than the base metal.Shear forces in this latter case result in fracture occurring away from the surface,resulting in wear debris.Section 1:Contact InterfaceWhat happens at the a-spots is
22、 that some them can plastically deform under small loads due to their physical size,which results in localized work hardening and cold welding(creation of a bond between two metallic surfaces that occurs when they are in intimate contact).When the cold welding joint is stronger than the cohesive str
23、ength of the base metal,fracture occurs away from the junction,resulting in a wear particle and metal transfer.If the plastic deformation is not as severe,less work hardening and cold welding will occur and the disruption of the junction will occur at or near the surface,i.e.little wear or metal tra
24、nsfer occurs.In the picture below“a”represents the first case and“b”represents the second case.a:large plastic deformation at a-spotb:small plastic deformation at a-spotwear particle(adhesive wear)No appreciable wear(burnishing wear)Section 1:Contact InterfaceNow if the transferred metal particle at
25、“a”breaks loose there is a third wear mechanism that occurs,which is called abrasive wear.These broken particles are harder due to work hardening and thus will gouge at both contact surfaces during movement,resulting in increased wear rates at the contact surface.The coefficient of friction value,al
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