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 side of layer 02 is loose.</div>

Mathematical Problems in Engineering

fig17

Figure 17

Figure 17: Numerical Investigation of the Short-Term Mechanical Response of Buried Profiled Thermoplastic Pipes with Different Diameters to External Loads 

Figure 17 | Numerical Investigation of the Short-Term Mechanical Response of Buried Profiled Thermoplastic Pipes with Different Diameters to External Loads 