Nine large-scale concrete masonry infilled panels (3.6 × 2.8 m) were tested to destruction under uniformly distributed lateral pressure applied in small increments. Load–deformation curves of the infills and the enclosing steel frame showed linear elastic behaviour prior to first cracking. Nonlinear behaviour due to cracking and arching action of infill was prominent in the postcracking range. Parameters investigated experimentally included the effects of boundary supports, joint reinforcement, panel thicknesses, panel opening, and characteristics of construction. In parallel with the testing program, computer-aided analytical techniques were developed to predict the first crack and ultimate loads. First crack prediction was based on a finite element analysis for bending of thick plates, while ultimate load prediction was based on a yield-line technique modified to account for the arching action of infill confined within a flexible frame. Having been verified by comparison with test results, the postcrack...
[1]
Robert G. Drysdale,et al.
Out-of-Plane Bending of Concrete Block Walls
,
1988
.
[2]
R Park,et al.
ULTIMATE STRENGTH OF RECTANGULAR CONCRETE SLABS UNDER SHORT-TERM UNIFORM LOADING WITH EDGES RESTRAINED AGAINST LATERAL MOVEMENT.
,
1964
.
[3]
Amir W. Al-Khafaji,et al.
Numerical methods in engineering practice
,
1986
.
[4]
K. E. McKee,et al.
Arching Action Theory of Masonry Walls
,
1956
.
[5]
R J Cope,et al.
Concrete Slabs: Analysis and design
,
1990
.
[6]
Prakash Desayi,et al.
Load-Deflection of Restrained R/C Slabs
,
1977
.
[7]
M. Braestrup.
Closure of "Dome Effect in RC Slabs: Rigid-Plastic Analysis"
,
1980
.