Open AccessPossibilities of evaluation of the masonry wall affected by the explosion
Author(s) -
Pavel Schmid,
Jaromír Láník,
Petr Žítt,
L. Halašta,
Pavel Calkovsky,
M. Bartošková
Publication year - 2019
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/549/1/012040
Subject(s) - masonry , structural engineering , load bearing , residual , durability , bearing capacity , engineering , forensic engineering , computer science , algorithm , database
At present, emphasis is placed on the safety and durability of building structures due to the effects of external loads. Among the various external influences of the load, we can also include loads caused by the blast wave. Structures subjected to extreme loads such as explosion are structurally disrupted in a manner different from that of static or dynamic external loads. In construction practice, we are sometimes faced with the question of how to evaluate the state of a structure after an explosion. The article is focused on the possibility of evaluating the masonry wall affected by the explosion in terms of the expression of residual bearing capacity based on the laboratory tests and inspection in-situ.