A Calculation Method of Maximum Displacement and Bending Stress in Pigging Process of Natural Gas Pipeline Spanning Structure
A natural gas pipeline and spanning structure technology, which is applied in the field of calculating the maximum displacement and bending stress during the pigging process of natural gas pipeline spanning structures, can solve the pigging safety assessment of spanning structures, and the evaluation of pigging safety of spanning structures that is difficult to achieve, etc. problems, to achieve the effect of overcoming high professional quality requirements, less data volume, and simple formulas
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example 1
[0059] Example 1: The length of a natural gas suspension cable spanning structure is 320m, the outer diameter of the pipeline is 1016mm, the running speed of the pig is 3.2m / s, the length of the liquid bomb is 83m, and the average liquid holdup is 0.6. There are stiffening beams in the spanning structure , the section moment of inertia of the stiffened beam is 61.5m 4 , the bending section coefficient is 24.6m 3 , the modulus of elasticity of the steel is 2.06×10 5 MPa, find the maximum displacement and bending stress of the pipeline during the pigging process.
[0060] Step 1: The collected basic parameters include the span length L of the natural gas pipeline across the structure p =320m, crossing pipeline diameter d=1.016m, pig operating speed v p =3.2m / s, the liquid elastic length L in front of the pig when reaching the spanning structure s =83m, liquid holdup H l =0.6, the section moment of inertia of the stiffened beam is I z =61.5m 4 , the bending section coeffic...
example 2
[0071] Example 2: The spanning length of a natural gas stay cable is 200m, the outer diameter of the pipeline is 426mm, the running speed of the pig is 3m / s, the liquid elastic length is 75.4m, the average liquid holdup is 0.4, the section moment of inertia of the pipeline is is 2.83×10 -4 m 4 , the bending section coefficient is 1.32×10 -3 m 3 , the modulus of elasticity of the steel is 2.10×10 5 MPa, find the maximum displacement and bending stress of the pipeline during the pigging process.
[0072] Step 1: The collected basic parameters include the span length L of the natural gas pipeline across the structure p =200m, crossing pipeline diameter d=0.426m, pig operating speed v p =3m / s, the liquid elastic length L before the pig when reaching the spanning structure s =75.4m, liquid holdup H l =0.4, the section moment of inertia of the stiffened beam is I z =2.83×10 -4 m 4 , the bending section coefficient is W=1.32×10 -3 m 3 , the modulus of elasticity is E=2.10...
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