Numerical Investigation of the Short-Term Mechanical Response of Buried Profiled Thermoplastic Pipes with Different Diameters to External Loads

<div>(a) Circumferential strain distribution. (b) Radial displacement distribution for the 400 mm pipe when the backfill on the left of layer 02 and right of layer 03 is loose.</div>

Mathematical Problems in Engineering

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Figure 19

Figure 19: Numerical Investigation of the Short-Term Mechanical Response of Buried Profiled Thermoplastic Pipes with Different Diameters to External Loads 

Figure 19 | Numerical Investigation of the Short-Term Mechanical Response of Buried Profiled Thermoplastic Pipes with Different Diameters to External Loads 