Page 74 - 《摩擦学学报》2020年第5期
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第 5 期               孙献光, 等: 考虑摩擦系数和微凸体相互作用的粗糙表面接触热导分形模型                                      629


            the asperity is expressed as                       where H=λσ  denotes the hardness of softer material and
                                                                         y
                                                       (15)    λ is a constant value.
                               δ c2 = 110δ c1
                Substitution of Eq. (15) into Eq. (14) to obtain the  2.3    Total real contact area and contact load
                                           ′
            critical full plastic deformation area  a c2 of the asperity,  According  to  the  study  of  Yan  and  Komvopou-
                                                                 [23]                                       ′
            given by                                           los , the area distribution function of the asperities n(a )
                                     ′                         can be written as
                                    a c1
                              ′
                             a c2 =                    (16)
                                  110 1/(D−2)                                    D−1
                                                                             ′
                                                                                           a
                                                                          n(a ) =    a ′(D−1)/2 ′−(D+1)/2  (28)
                                                                                       L
                When  δ ≤δ<δ c2  or  a c2 < a ⩽ a c1,  the  asperity  is          2
                                        ′
                                           ′
                                   ′
                       c1
                                                                      ′
            in the state of elastic-plastic deformation. The real cont-  where   a L is  the  largest  nominal  contact  area  of  the
            act area a , contact load ∆F , contact pressure ∆P  of  asperities.
                    ep
                                                      ep
                                    ep
            the asperity can be expressed as                       According  to  the  above  analysis,  the  total  elastic
                                  ′
                                 a (1+ f(δ))                   contact area A , the total elastic-plastic contact area A ,
                                                                                                           ep
                                                                           e
                            a ep =                     (17)
                                     2                         and  the  total  fully  plastic  contact  area  A   can  be
                                                                                                     p
                                   (  ) 1/2            
                     ′                δ                        expressed as
                    a (1+ f(δ))                        
             ∆F ep =          1.1k µ σ y  (1− f(δ))+ H f(δ)  
                             
                        2            δ c1                           ∫  a L ′      D−1         (  ′  ) (3−D)/2  
                                                                            ′
                                                                               ′
                                                                                           
                                                                                        ′
                                                                                                       
                                                       (18)     A e =   a e n(a )da =  a L × 1−  a c1   (29)
                                                                                           
                                                                                                       
                                                                                           
                                                                                                       
                                                                                                 ′
                                                                     a ′ c1      6−2D           a L
                             (   ) 1/2
                               δ                                     ∫  ′
                 ∆P ep = 1.1k µ σ y  (1− f(δ))+ H f(δ)  (19)           a c1          D−1
                                                                                 ′
                                                                A ep =   a ep n(a )da =   a L ×
                                                                              ′
                                                                                           ′
                              δ c1
                                                                                    6−2D
                                                                      a ′  c2
            where   f(δ) is sample function   [29]  and it can be expressed
                                                                                             ′
                                                                                         ∫  a c1          
                                                                                              ′(1−D)/2  ′  ′  
            as                                                   (  ) (3−D)/2 (  ) (3−D)/2   a     f(a )da  
                                                                   ′       ′       3− D                   
                                                                 a c1      a c2            a ′            
                                                                                            c2            
                                     (          ) 2                    −         +                        
                           2(δ−δ c1 )   δ−δ c1                   a L       a L        2        a ′ (3−D)/2   
                                                                             ′
                                                                   ′
                                                                
                      f(δ)=         −                  (20)                                   L           
                          110δ c1 −δ c1  110δ c1 −δ c1
                                                                                                         (30)
                According to Eq. (14), Eq. (20) can be rewritten as
                                                                  ∫  ′                  (   ) (3−D)/2 (  ) (3−D)/2  
                                                                     a c2                  ′         ′
                       [  ′ )(D−2)  ]    [  ′ )(D−2)  ] 2                       D−1      a c2      a s      
                                                                                        
                                                                           ′
                                                                              ′
                                                                                     ′
                    2  (  a c1        1  (  a c1               A p =   a p n(a )da=  a L ×     −           
                ′
                                                                                           ′
              f(a )=           −1 −               −1   (21)         a ′         3− D      a L       a L
                                                                                                     ′
                   109   a ′         109 2  a ′                      s                                   (31)
                Then, Eqs. (17~19) can be adapted to           where   a s is  the  smallest  nominal  contact  area  of  the
                                                                      ′
                                 a (1+ f(a ))                  asperities,  a s = π(L s /2) .
                                                                                  2
                                  ′
                                        ′
                                                                         ′
                            a ep =                     (22)
                                     2
                                                                   Through  the  above  analysis,  the  total  real  contact
                           a (1+ f(a ))
                            ′
                                  ′
                  ∆F ep (a ) =                                 area A  of the whole contact surfaces can be expressed as
                       ′
                                                                    r
                               2
                                                       (23)                            ′    ′
                  [                              ]                       A e + A ep + A p  a c1 ⩽ a L
                        (  ′ )(D−2)/2                                  
                                                                       
                         a c1                                          
                                 (1− f(a ))+ H f(a )                   
                                                                       
                                        ′
                                                ′
                  1.1k µ σ y                                                            ′    ′   ′       (32)
                          a ′                                      A r =  A ep +A p   a c2 ⩽ a L < a c1
                                                                       
                                                                       
                                                                       
                                                                       
                                                                                           ′   ′
                                                                         A p           0 < a L < a c2
                             (  ′ )(D−2)/2
                              a c1
                   ′                        ′       ′
              ∆P ep (a ) = 1.1k µ σ y  (1− f(a ))+ H f(a ) (24)    The  total  elastic  contact  load  F ,  the  total  elastic-
                              a ′                                                            e
                                                               plastic contact load F , and the total full plastic contact
                When δ ≤δ or  a ⩽ a c2 , the asperity is in the state           ep
                               ′
                                  ′
                       c2
                                                               load F  can be expressed as
            of  full  plastic  deformation.  The  real  contact  area  a ,  p
                                                         p
            contact  load  ∆F ,  contact  pressure  ∆P   of  the  asperity  When D≠2.5,
                                            p
                          p
                                                                    ∫  a L
                                                                       ′
            can be expressed as                                                        D−1   ′(4−D)/2
                                                                                    ′
                                                                                 ′
                                                                             ′
                                                                 F e =  ∆F e (a )n(a )da =  a  L  ×
                                 a p = a ′             (25)          a ′  c1          5−2D
                                                                 [  (7−2D)/2  (D−2)  1/2  (  )]   (  ′  ) (5−2D)/2  
                                   ′
                              ∆F p (a ) = Ha ′         (26)       2    G    (lnγ) E     3π      a c1     
                                                                                             
                                                                                     1−     × 1−           
                                                                                             
                                                                        π (3−D)/2       16        a L
                                                                                                   ′
                                ∆P p = H               (27)                                              (33)
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