................................................................................................................................... xi Acknowledgements ................................................................................................................. xii Chapter 1 General Introduction ...................................................................................................

This research presents experimental and theoretical investigation of 15 reinforced concrete spliced nonspliced girder models. Splices hooked dowels cast in place joints, with or without strengthening steel plates were used. Post-tensioning had been used to enhance the splice strength for some girders. The ANSYS computer program was analyzing non-spliced A nonlinear three dimensional element rep...

Lattice-girder floor slabs and double-wall elements have been successfully used in building and industrial construction for decades. These precast elements of 50 – 70 mm thickness serve as permanent formwork for the subsequently added in-situ concrete creating a monolithic structure. The high prefabrication level allows the construction period to be significantly minimized. The main goal is the...

M. Đelošević, Faculty of Mechanical and Civil Engineering, University of Kragujevac, Kraljevo, Serbia J. Tepić, R. Doroslovački, V. Gajić, I. Tanackov, Faculty of Technical Sciences, University of Novi Sad, Novi Sad, Serbia The paper shows the indentifi cation of deformational-stress state of partially loaded plates composed of two elements of diff erent thicknesses. We analyzed metallurgical p...