Evaluation of nonlinear behavior and resisting capacity of reinforced concrete columns subjected to blast loads

Cited 0 time in webofscience Cited 0 time in scopus
  • Hit : 81
  • Download : 0
A numerical method to estimate the dynamic response of reinforced concrete (RC) columns subjected to axial and blast loads is introduced in this paper. Upon adopting Timoshenko's beam theory, both the flexural and direct shear behaviors are incorporated into the numerical formulation. The moment-curvature relationship of a reinforced concrete (RC) section is based on the construction of the bending stiffness and, in advance, a dynamic increase factor (DIF), usually defined in the stress-strain relations of concrete and steel, is newly designed to be defined in the moment-curvature relation. In addition to the description of the dynamic characteristics in the RC section, additional modification of the moment-curvature relation is also performed to exactly simulate the large plastic deformation concentrated at the mid-span or beam-column joint due to the bond-slip or anchorage slip after yielding of the main reinforcement. Finally, the validity of the proposed method is verified by comparing the analytical results with the experimental data, and then the pressure-impulse (P–I) diagrams are constructed and compared to review the change in the resisting capacity of a RC column according to the variation of the axial force and slenderness ratio.
Publisher
PERGAMON-ELSEVIER SCIENCE LTD
Issue Date
2018-11
Language
English
Article Type
Article
Keywords

HIGH-STRAIN RATES; COMPRESSIVE BEHAVIOR; RC COLUMNS; SLABS; STRENGTH; FAILURE; MODELS; BEAMS

Citation

ENGINEERING FAILURE ANALYSIS, v.93, pp.268 - 288

ISSN
1350-6307
DOI
10.1016/j.engfailanal.2018.07.024
URI
http://hdl.handle.net/10203/244942
Appears in Collection
CE-Journal Papers(저널논문)
Files in This Item
There are no files associated with this item.

qr_code

  • mendeley

    citeulike


rss_1.0 rss_2.0 atom_1.0