02382ntm a2200373 i 4500 0 0 lcc 0 1 REF 10000 10000 REF 2020-06-22 0 FKASA .A39 2019 r Bc. T000000566 2020-10-12 00:00:00 1 2020-06-22 PSM 0 0 lcc 0 0 10000 10000 2020-06-22 0 CD12512 T000000567 2020-11-23 00:00:00 1 2020-06-22 PSM 92319 92325 MY-KuUP 20251125105537.0 t||||fr|||| 000 0 ta 200622t20192019my a|||fram|| 000 0 eng d THE0008634(Local) hardback UMP eng UMP rda FKASA .A39 2019 r Bc. Muhammad Aizat Meor Hamzah, author. Finite element analysis of composite slabs / Muhammad Aizat Meor Hamzah Kuantan, Pahang : UMP, 2019 © 2019 xi, 38 pages : illustrations ; 30 cm. + 1 CD-ROM text rdacontent text rdacontent unmediated rdamedia computer rdamedia volume rdacarrier computer disc rdacarrier text file PDF rda Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019 Includes bibliographical references A finite element (FE) analysis of steel-concrete composite slab with profiled deck is presented in this paper. A FE software package, of ABAQUS, was used to develop the models. 3D FE models of consists of normal composite slabs and composite slabs strengthened with cold formed C-channels were developed. Besides the influence of C-channel, the influence of the composite slabs span also was investigated. The FE models considered materials and geometrical nonlinearities. Furthermore, appropriate contact interactions between components interfaces were assigned in the FE models of the composite slabs. The modelling techniques used to develop the proposed FE models of the composite slabs were verified based on disparate experimental test results. The disparate test results were obtained according to an experimental program on composite slabs under four-point bending test conducted by Marimuthu et al. (2007). Finite element analysis results demonstrated load-displacement curve of the composite slab. It is concluded that the composite slab showed significant improvement in strength by adding C-channel. Faculty of Civil Engineering and Earth Resources Dissertations Universities and colleges Disertations Theses lcc PSM