14th INTERNATIONAL CONGRESS ON ADVANCES IN CIVIL ENGINEERING, İstanbul, Türkiye, 6 - 08 Eylül 2021, cilt.1, ss.1111-1116
Strut and Tie Model (STM) is a lower-bound design method for reinforced concrete members. It is usually
preferred for non-standard structural elements for which internal forces are not well-defined. In recent years,
studies and applications on STM have increased considerably. Topology optimization methods are generally
used to find struts and ties. Once locations and orientations of reinforcements are available, the design procedure
is rather easy to apply, even for complex geometries. However, finding the STM topology is not a straightforward
procedure. In this study, STM topology is obtained automatically by applying a simple algorithm. The
algorithm involves coupled computations carried out on an analog lattice model and a continuum model. The
stiffness of lattice elements is iteratively modified based on internal force distribution. Similarly, elasticity
modulus of continuum is modified based on principal stress distribution. During this process, redundant lattice
elements and continuum elements disappear. Lattice model and continuum model affect each other to arrive at an
optimized STM topology. Solutions obtained with the developed algorithm is compared with available
computational results from literature and good agreements are observed. Furthermore, STM topology for a nontrivial
geometry is presented to demonstrate the applicability of the methodology.