Abstract:
Precast hollow core wall panels have gained popularity for their efficient use as load-bearing
and non-load-bearing wall elements. ICC ACOTEC hollow core wall panels are manufactured
locally and intended to be used as internal partition wall panels in multi-storey buildings.
Partition walls in general are not load-bearing elements, thus they do not undergo significant
deformations. This research study focuses on verifying the usability of such precast panels as
external wall panels in multi-story buildings, where their load resistance is investigated under
lateral wind loads and vertical deformations due to column shortening effects. In addition,
using the shape optimisation technique in-built into ABAQUS/CAE advanced finite element
software and parametric optimisation study, a better layout for the precast wall is also proposed
and its performance is compared with the current standard layout under similar loading and
boundary conditions. The numerical model was validated using experimental test results and
the optimised panel has a 16% lower net volume than the original hollow panel. Meanwhile,
the optimised panel did not show any reduction in strength properties and does not pose any
challenges in manufacturing. Using shape-optimised panel sections, panel assemblies are
simulated to investigate the panel assembly response under wind loads. Further,
recommendations are given on the maximum number of wall panels that could be installed as
a single assembly under different wind load intensities at various heights of multi-story
buildings. Considering practical aspects, these recommendations are integrated with proposals
on connection mechanisms between panel assemblies. Due to the nature of the scope of this
research study, long-term effects such as creep and fatigue were not incorporated, and it is
recommended to conduct experimental tests for the proposed panel assemblies before practical
usage.
