A cross beam in a highway bridge experiences a stress of 14 ksi due to the dead weight of the bridge structure. When a fully loaded tractor-trailer crosses over the bridge, however, the stress in the beam increases to 45 ksi. The beam is fabricated from steel with an ultimate tensile strength of 76 ksi, a yield strength of 50 ksi, and an endurance limit of 38 ksi. Find the safety factor for an infinite fatigue life:

a. if the effect of mean stress on fatigue strength is ignored
b. when the effect of mean stress on fatigue strength is considered.

Respuesta :

Answer:

a) 2.452

b) 1.256

Explanation:

Stress due to dead weight. = 14 Ksi

Stress due to fully loaded tractor-trailer = 45Ksi

ultimate tensile strength of beam = 76 Ksi

yield strength = 50 Ksi

endurance limit = 38 Ksi

Determine the safety factor for an infinite fatigue life

a) If mean stress on fatigue strength is ignored

β = ( 45 - 14 ) / 2

  = 15.5 Ksi

hence FOS ( factor of safety ) = endurance limit / β

                                                 = 38 / 15.5 = 2.452

b) When mean stress on fatigue strength is considered

β2 = 45 + 14 / 2

    = 29.5 Ksi

Ratio  = β / β2 = 15.5 / 29.5 = 0.5254

Next step: applying Goodman method

Sa =  [ ( 0.5254 * 38 *76 ) / ( 0.5254*76 + 38 ) ]

     = 19.47 Ksi

hence the FOS ( factor of safety ) = Sa / β

                                                      = 19.47 / 15.5 = 1.256

(a) The safety factor "2.452".

(b) The safety factor "1.256".

Given:

  • Stress due to dead weight = 14 Ksi
  • Due to loaded tractor = 45 Ksi
  • Tensile strength of beam = 76 Ksi
  • Yield strength = 50 Ksi
  • Endurance limit = 38 Ksi

(a)

According to the question,

→ [tex]\beta = \frac{45-14}{2}[/tex]

      [tex]= \frac{31}{2}[/tex]

      [tex]= 15.5 \ Ksi[/tex]

hence,

The safety factor will be:

= [tex]\frac{Endurance \ limit}{\beta}[/tex]

= [tex]\frac{38}{15.5}[/tex]

= [tex]2.452[/tex]

(b)

→ [tex]\beta_2 = \frac{45+14}{2}[/tex]

       [tex]= \frac{59}{2}[/tex]

       [tex]= 29.5 \ Ksi[/tex]

Ration will be:

= [tex]\frac{\beta}{\beta_2}[/tex]

= [tex]\frac{15.5}{29.5}[/tex]

= [tex]0.5254[/tex]

By applying Goodman method,

→ [tex]Sa = \frac{0.5254\times 38\times 76}{0.5254\times 76+38}[/tex]

       [tex]= 19.47 \ Ksi[/tex]

hence,

The safety factor will be:

= [tex]\frac{Sa}{\beta}[/tex]

= [tex]\frac{19.47}{15.5}[/tex]

= [tex]1.256[/tex]

Thus the above response is correct.

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