1 AIT Asian Institute of Technology

Design of flat slabs based on lower bound solution of plasticity

AuthorRanjith, Premakumara Jayasuriya Arachchige
Call NumberAIT Thesis no.ST-86-20
Subject(s)Plasticity
Concrete slabs--Design and construction

NoteA thesis study submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
PublisherAsian Institute of Technology
Series StatementThesis ; no. ST-86-20
AbstractA simple design method for flat slabs subjected to uniform loads is proposed. The slab with a rectangular supporting grid is idealized by independent panels with free edges supported at the four corners by columns. The continuity in edge moments is considered for the interior panels. The limit states of ultimat e load and serviceability are formulated for the rectangular panels. The ultimat~ load is determined using the lower bound theorem of plasticity. Simple design e quations are given for checking the serviceability criteria for deflection and vibrations. By following this procedure the serviceability checks can be carried out very efficiently without conducting an expensive finite element analysis. Results are compared with other design methods and it s hows that the proposed design method is reasonable, and gives an acceptable design. The application of the lower bound theorem of plasticity generally leads to a conservative design.
Year1986
Corresponding Series Added EntryAsian Institute of Technology. Thesis ; no. ST-86-20
TypeThesis
SchoolSchool of Engineering and Technology (SET)
DepartmentOther Field of Studies (No Department)
Academic Program/FoSStructural Engineering (STE) /Former Name = Structural Engineering and Construction (ST)
Chairperson(s)Wireland, Martin
Examination Committee(s)Brotton, Derick M. ;Przybylo, Waclaw, D. Sc.
Scholarship Donor(s)The Royal Netherlands Government;
DegreeThesis (M.Eng.) - Asian Institute of Technology, 1986


Usage Metrics
View Detail0
Read PDF0
Download PDF0