Swinburne University of Technology - Melbourne Australia
Postgrad
Duration
Contact Hours
Campus
Prerequisite
Corequisite
1 Semester
48 hours
Hawthorn
PG: UG Civil Degree UG: HES2125 & HES3121
PG: NilUG: HES4126
Credit Points: 12.5 Credit Points
> Related Course/s > Teaching Methods > Assessment > Aims & Objectives > Generic Skills Outcomes > Content > Reading Materials
A unit of study in the: Graduate Certificate of Engineering (Civil) Master of Technology (Civil) Master of Engineering (Civil) Master of Engineering (Civil) (Honours) Master of Engineering Science (Civil) An elective Units in the Bachelor of Engineering (Civil Engineering) Bachelor of Engineering (Civil Engineering) / Bachelor of Business Bachelor of Engineering (Civil Engineering)/ Bachelor of Commerce
The aim of this unit of study is to introduce engineering students to the advanced methods used for concrete structural design. At the completion of this unit, students should be able to: Understand the concepts of upper bound and lower bound theories of plasticityIdentify underlying plastic concepts in modern concrete design methodsDesign and analyse non-flexural concrete structural components, such as deep beams and corbelsDesign and analyse reinforced concrete slabs using yield line analysisDesign and analyse reinforced concrete slabs using strip methodDesign and analyse reinforced concrete frames using plastic analysisUnderstand the process of collapse of concrete frames and slabsUnderstand the concepts of prestressing in concrete designDesign and analyse prestressed concrete slabs
On campus, 36 hours lectures, 12 hours tutorials, and syndicate work
Exam (60%) 2 x Assignments (40%)
Ability to apply knowledge of basic science and engineering fundamentalsAbility to undertake problem identification, formulation and solutionAbility to utilise a systems approach to design and operational performanceAbility to function effectively as an individual and in a team environmentAbility to undertake life long learning
The unit is comprised of four sections: Strut-and-tie modeling: * Load paths * Lower Bound Plastic Theory * B and D regions * Truss analogy * Struts, ties and nodes * Nodal stresses * Bursting in bottle-shaped struts * Design of deep beams * Limitations of strut-and-tie modelling Slab design using plastic methods * Yield Line analysis o Upper Bound Plastic Theory o Collapse mechanisms o Isotropic slabs o Orthotropic slabs o Fan mechanisms * Strip Method o Strip approach and Load paths o Lower Bound Plastic Theory o Free Edges o Point Loads o Holes in slabs Plastic Frame Design * Upper Bound Plastic Theory * Plastic hinge and plastic collapse concepts * Virtual work equations * Collapse mechanisms * Rotation capacities of reinforced concrete Prestressed Concrete Design of Slabs * Prestressed concrete * Effects of prestress * One way slabs * Two-way edge supported slabs * Flat plate slabs * Band beam and slab systems
There is no prescribed text book but a range of references and reading material will be provided throughout the semester. Basic computer skills required