02727ntm a2200373 i 4500 0 0 lcc 0 1 REF 10000 10000 REF 2020-07-13 0 FKASA .D43 2019 r Bc. T000000773 2020-10-07 00:00:00 1 2020-07-13 PSM 0 0 lcc 0 0 REF 10000 10000 2020-07-13 0 CD12614 T000000774 2020-11-18 00:00:00 1 2020-07-13 PSM 92597 92603 MY-KuUP 20251125105554.0 t||||fr|||| 000 0 ta 200713t20192019my a|||fram|| 000 0 eng d THE0008742(Local) hardback UMP eng UMP rda FKASA .D43 2019 r Bc. Muhamad Dhanuri Mat Noradin, author. Behaviour of composite slab using finite element analysis / Muhamad Dhanuri Mat Noradin Kuantan, Pahang : UMP, 2019 © 2019 x, 38 pages : illustrations (some color) ; 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 This study present nonlinear finite element (FE) analysis of steel-concrete composite slab with profile deck subjected to four-point bending test. The aim of this study is to investigate the behavior of composite slabs strengthened with C-channels where the C-channels are bolted to the ribs of profiled steel deck. The purpose of this strengthening is to increase the flexural capacity of the composite slabs. This strengthening allows the composite slabs to constructed using unpropped construction method instead of propped construction, which is the most common method used in construction. This unpropped construction method could accelerate the construction phase as less time is needed to prepare and assemble the props. In this study, the modelling technique used to develop the FE models in present study was verified against disparate experimental test results where the result agrees reasonable well. According to the verified modelling technique, six composite slabs comprises of three unstrengthen composite slabs and three strengthened with different length were developed. All six slabs tested using FE analysis and compared the result the strengthened and unstrengthen composite slab. The result shows the strengthened composite slab have higher maximum load compare unstrengthen composite slab. The conclusion is strengthened composite slab can carry higher load capacity compare to unstrengthen composite slab. Faculty of Civil Engineering and Earth Resources Disertations Universities and colleges Disertations Theses lcc PSM