Capacity of Eccentrically Loaded Slender Concrete Block Walls

Abstract

<p> The behavior of concrete block walls subjected to vertical compressive loads with out-of-plane eccentricities was investigated both experimentally and analytically. Particular attention was devoted to the effect of wall slenderness on capacity.</p> <p> In the experimental study, 14 full scale walls and numerous small specimens were tested to provide complete and reliable data concerning the behavior of concrete block walls and its components. Plain walls and partially grouted reinforced walls were tested in symmetric single curvature under compressive loads with out-of-plane eccentricities. Reinforced walls were tested in pure bending, as well.</p> <p> Prisms were tested to analyze the behavior of concrete masonry in compression with no slenderness or eccentricity effects. Bond tests were carried out to determine the behavior at interfaces of grout and steel reinforcing bars as well as between mortar and concrete blocks. Material tests were conducted to determine the mechanical properties of the blocks, mortar, grout and steel reinforcement used.</p> <p> A two-dimensional finite element model for the vertical cross section of block masonry walls was developed. It is capable of modeling local failure modes such as cracking, crushing and debonding. Material properties of the concrete blocks, mortar, grout, and steel bars were treated individually. The large deformation analysis allowed for consideration of the slenderness effect. The model was verified through comparison with experimental results. Fairly good agreement was obtained.</p> <p> The material properties of specimens tested during the experimental investigation were the basis of a parametric study. Results of this study were used to investigate the effect of the wall slenderness and the eccentricity of applied loads on the capacity of concrete block walls. They were used to evaluate the current provisions in the Canadian Masonry Code, CAN3-S304-M84. An attempt was made to develop original design equations based on the reduction coefficient approach. The proposed equations for plain and reinforced blockwork were shown to provide more consistent predictions of capacity than current design methods.</p>