02817ntm a2200373 i 4500 vtls000102761 KUKTEM 20251117113344.0 180116s2017 my da f am 000 0 eng d THE0000609(Local) 201905161032 nazirah 201802091552 saini 201801221053 saini 201801161052 saini UMP eng UMP rda FKASA .N673 2017 r Bc. Muhammad Norqayyuum Md Nasib, author. Behaviour of reinforced recycled concrete aggregate beam with addition of steel fiber and kenaf fiber (hybrid) / Muhammad Norqayyuum Md Nasib Kuantan, Pahang : UMP, 2017 © 2017 xi, 47 pages : illustrations (some color), charts ; 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 – 2017 Includes bibliographical references The use of recycled concrete aggregate (RCA) in concrete mixture as partial replacements of natural coarse aggregate is growing interest in the construction industry. Concrete recycling gains importance because it protects natural resources. However, generally contains amount of recycle concrete aggregates in concrete. This tends to increase the drying shrinkage properties of the new concrete and it will leading to problems with unworkable mix and strength. The idea to add fibers to a concrete mixture containing recycled aggregate may change material properties concrete and it will improve behaviour. This study aim to investigate the strength of reinforced concrete beam by replacing 25% of natural aggregate with the recycle aggregate and To study the structural behaviour of steel fiber and kenaf fiber (hybrid), when added it into the recycle reinforced concrete beam. In this study, four numbers of beam constructed, which is normal control beam and another beam with 25 % of recycle concrete aggregates added with (0%,1% and 2%) of steel fiber and kenaf fiber (hybrid). By adding steel fiber and kenaf fiber (hybrid) into the recycled concrete beam should be enhance the concrete strength, control concrete cracks and weak bonds of concrete. Faculty of Civil Engineering and Earth Resources Dissertations Universities and Colleges Dissertations Theses 0 0 0 1 10000 10000 2019-09-04 0 FKASA .N673 2017 r Bc. 0000122044 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 10000 10000 2019-09-04 0 CD 11106 | FKASA .N673 2017 r Bc. 0000122045 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 7274 7280 VTLSSORT0080*0200*0400*0900*1000*2450*2640*2641*3000*3360*3361*3370*3371*3380*3381*3470*5000*5020*5040*5200*6100*6500*6501*9992