The exterior walls of conventional structures are often constructed using concrete masonry units (CMUs), commonly called concrete blocks. A series of experiments was conducted at the U.S. Army Engineer Research and Development Center to determine the response of a one-way 14-scale CMU wall to the detonation of an explosive charge. Finite-element analyses were developed to predict the results of these experiments. Each CMU was modeled with eight-node continuum elements. Adjacent CMUs were tied together using a slide surface that models a rigid connection until a failure criterion is met. Based on the analyses, a charge standoff was selected to induce a near-failure response. Five blast-load experiments were conducted. Both pre- and posttest analyses compare reasonably well with experimental results.
[1]
Mark B. Hogan,et al.
Seismic Provisions in the Building Code Requirements for Masonry Structures (ACI 530/ASCE 5/TMS 402)
,
1995
.
[2]
L. Schwer,et al.
A three‐invariant smooth cap model with mixed hardening
,
1994
.
[3]
J. M. McGlaun,et al.
CTH: A three-dimensional shock wave physics code
,
1990
.
[4]
Whirley.
DYNA3D: A nonlinear, explicit, three-dimensional finite element code for solid and structural mechanics
,
1993
.
[5]
L C Muszynski.
EXPLOSIVE FIELD TESTS TO EVALUATE COMPOSITE REINFORCEMENT OF CONCRETE AND MASONRY WALLS
,
1998
.