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