03133ntm a2200373 i 4500 0 0 lcc 0 1 REF 10000 10000 2020-11-12 0 FKASA .T46 2019 r Bc. T000001223 2021-03-12 00:00:00 1 2020-11-12 PSM 0 0 lcc 0 0 REF 10000 10000 2020-11-12 0 CD12797 T000001224 2021-12-06 00:00:00 1 2020-11-12 PSM 94796 94802 MY-KuUP 20251125105808.0 t||||fr|||| 000 0 ta 201112t2 2 m a|||fram|| 000 0 eng d THE0008982(Local) hardback UMP eng UMP rda FKASA .T46 2019 r Bc. Thoo, Hui Sxin, author. Degradation modelling on temperature upon burst capacity of composite repaired pipeline / Thoo Hui Sxin Kuantan, Pahang : UMP, 2019 © 2019 xi, 57 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 Pipelines are the safest, efficient, and economic way for oil and gas transportation over a long distance. It is subjected to deterioration and damage, which can reduce their strength and structural integrity. Fiber-Reinforced Polymer (FRP) composites are used to repair defective steel pipes and it has been proven effective as it restored the loading capacity of steel pipe. However, FRP composites are susceptible to be degraded by several environmental factors such as temperature, moisture, ultraviolet radiation, thermal cycling, and mechanical fatigue. Degradation of FRP composites are expected to decrease the load bearing capacity of composite repaired steel pipe. Therefore, the purpose of this research is to study the effect of temperature towards the degradation of E-glass/Vinylester on composite repaired pipeline through finite element analysis (FEA). The E-glass/Vinylester composites were subjected to different temperatures which are 23°C, 60°C, and 95°C at 0-day, 360-days, 1080-days, and 1440-days. Ten finite element (FE) models were developed to simulate the effect of composite degradation upon the burst pressure of composite repaired pipeline. The results show that burst pressure of composite repaired steel pipe dropped significantly by 10.09% and 11.62% within 360-days at 60°C and 95°C, respectively. Meanwhile, a reduction of burst pressure by 7.29% at 1080-days was observed when the composite repaired pipe was subjected to 23°C. As a conclusion, degradation of E-glass/Vinylester composites over time has the effect on load bearing capacity of composite repaired steel pipe. Reduction of tensile strength in composite had reduced the burst capacity of composite repaired pipeline. This finding can be very useful in understanding the long-term durability of composite repaired steel pipe. Faculty of Civil Engineering and Earth Resources Dissertations Universities and colleges Dissertations Theses lcc PSM