| 000 | 02382ntm a2200373 i 4500 | ||
|---|---|---|---|
| 999 |
_c92319 _d92325 |
||
| 003 | MY-KuUP | ||
| 005 | 20251125105537.0 | ||
| 006 | t||||fr|||| 000 0 | ||
| 007 | ta | ||
| 008 | 200622t20192019my a|||fram|| 000 0 eng d | ||
| 020 |
_aTHE0008634(Local) _qhardback |
||
| 040 |
_aUMP _beng _cUMP _erda |
||
| 090 | _aFKASA .A39 2019 r Bc. | ||
| 100 | 0 |
_aMuhammad Aizat Meor Hamzah, _eauthor. |
|
| 245 | 1 | 0 |
_aFinite element analysis of composite slabs / _cMuhammad Aizat Meor Hamzah |
| 264 | 1 |
_aKuantan, Pahang : _bUMP, _c2019 |
|
| 264 | 4 | _c© 2019 | |
| 300 |
_axi, 38 pages : _billustrations ; _c30 cm. + _e1 CD-ROM |
||
| 336 |
_atext _2rdacontent |
||
| 336 |
_atext _2rdacontent |
||
| 337 |
_aunmediated _2rdamedia |
||
| 337 |
_acomputer _2rdamedia |
||
| 338 |
_avolume _2rdacarrier |
||
| 338 |
_acomputer disc _2rdacarrier |
||
| 347 |
_atext file _bPDF _2rda |
||
| 500 | _aFaculty of Civil Engineering and Earth Resources | ||
| 502 | _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019 | ||
| 504 | _aIncludes bibliographical references | ||
| 520 | 3 | _aA 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. | |
| 610 | 2 | 0 |
_aFaculty of Civil Engineering and Earth Resources _xDissertations |
| 650 | 0 |
_aUniversities and colleges _xDisertations |
|
| 650 | 0 | _aTheses | |
| 942 |
_2lcc _cPSM |
||