02520ntm a2200301 a 4500001001400000003000700014005001700021008004100038020002200079039004700101040000800148090002600156100001600182245010200198260003400300300005700334500005300391502009000444504002800534520116400562610006801726650004501794650001101839952012001850952013101970999002502101999009202126vtls000098183KUKTEM20251117113324.0161129s2016    my a   f abm  000 0 eng d  aTHE0000474(Local) 9a201905151518bnazirahy201611290948zsaini  aUMP  aFKASA .H69 2016 r Bc.1 aHo, Wai Kei10aRehabilitation of partially-failed reinforced concrete beam by using aluminium coil /cHo Wai Kei  aKuantan, Pahang :bUMP,c2016  axiv, 71 p. :bill. (some col.) ;c30 cm. +e1 CD-ROM  aFaculty of Civil Engineering and Earth Resources  aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2016  aBibliography : p. 51-553 aStrengthening of existing reinforced concrete beams is one of the best solutions applied globally in construction field to partially-failed building elements. This paper presents an experimental study aims to investigate the flexural behavior of reinforced concrete beams strengthened by bolting layers of aluminium coil to the beams’ soffit. Beam samples were loaded until they have reached partially-failed condition and strengthened by bolting different thickness of 0.6 mm, 1.2 mm and 1.8 mm aluminium laminates. Then each was tested to failure in four point bending over a clear span length of 1500 mm and one sample was not strengthened with any aluminium laminates and served as a control beam. Test results clearly illustrated the application of aluminium laminates to the tension surface of the reinforced concrete beam has enhanced its ultimate load capacity. It was observed that as the number of layers of aluminium laminates increases, the ultimate load capacity of beams increases accordingly. Therefore, this retrofitting method of construction could be utilized as one of the ways in strengthening partially-failed reinforced concrete beams.20aFaculty of Civil Engineering and Earth ResourcesxDissertations 0aUniversities and CollegesxDissertations 0aTheses  00104076a10000b10000d2019-09-04l0oFKASA .H69 2016 r Bc.p0000114945r2019-09-04 00:00:00t1w2019-09-04yPSM  00104076a10000b10000d2019-09-04l0oCD 10197 | FKASA .H69 2016 r Bc.p0000114946r2019-09-04 00:00:00t1w2019-09-04yPSM  aVIRTUA40c6726d6732  aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*9992