Distribution in the tank crown: Integration points with plastic stress in compressed concrete, stress in reinforcement in kPa, integration points with cracks in concrete under the load of <i>λ</i> = 6.08. Roman Wróblewski Janusz Kozubal 10.1371/journal.pone.0209916.g017 https://plos.figshare.com/articles/figure/Distribution_in_the_tank_crown_Integration_points_with_plastic_stress_in_compressed_concrete_stress_in_reinforcement_in_kPa_integration_points_with_cracks_in_concrete_under_the_load_of_i_i_6_08_/7549079 <p>Distribution in the tank crown: Integration points with plastic stress in compressed concrete, stress in reinforcement in kPa, integration points with cracks in concrete under the load of <i>λ</i> = 6.08.</p> 2019-01-04 18:43:56 facility step nonlinear Finite element method collapse backfill properties element analysis failure construction-geotechnical-structural problem soil-structure interaction water storage facilities excavator loads model unfavourable states