Browsing by Author "Sudhira, DS"

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    item: Conference-Abstract
    Finger joints and their structural performance in different exposure conditions
    Vievek, S; Sudhira, DS; Muthumala, GHMJ; De Silva, SGHMJ; Muthumala, CK
    Timber is widely used as a construction material in Sri Lanka for different application. Finger joint is one of the efficient method to minimize the timber wastages arising in the timber industry. In this study main objectives are to determine the best combination of timber materials for timber joints in different environmental conditions as well as their structural performance. Seven locally available timber species Mahohany, Kumbuk, Grandis, Teak, Jack, Banyan and Pinus were selected for the study. The physical properties (shrinkage and swelling) related to moisture content were investigated in different environment condition by using temperature and humidity chamber to choose best combination of timber materials. In addition different strength tests bending and tension were conducted for those selected combinations. Average moisture contents of timber specimens were around 12%.In wet condition all the samples shows increase in moisture content as well as volume. Modulus of elasticity varies 800 MPa - 2200MPa, modulus of rupture varies 10 MPa – 22 MPa, Similarly other test parameters were investigated and presented in the paper.
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    item: Conference-Abstract
    Incorporating recycled pet fibers for green roof slab panel
    Prasanthan, T; Sudhira, DS; Subashi, DS; De Silva, SGHMJ
    High consumption of plastics leads to production of large amounts of plastic waste in today’s world and plastic is non-biodegradable so its disposal has been a problem. In order to resolve this problem, recycled PET fibers were proposed to be used as reinforcement in concrete and recent studies show that they can be accepted as successful building material. This paper has discussed the effect of adding recycled plastic fiber (PET) to the precast concrete green roof panels. This research consists of two main stages. In first stage, different volumes of recycled PET fibers, i.e. 0%, 0.5%, 1.0% and 1.5% have been added as percentages of concrete by volume. The results show that the maximum volume of PET fiber for a desired compressive and tensile strength was 1.0%. It was observed that 15.3 % of increase in compressive, 22.44% of increase in flexural strength and 18.77% of increase in split tensile strength for the addition of 1% PET fibers to the concrete. In second stage, optimum fiber percentage (1.0%) selected from stage-1 was used to produce precast concrete panels. To check the structural performance of this slab panel, center-point line loading test and dropping weight test were conducted. Finally, permeability test was conducted to compare the permeability of plain concrete and recycled PET fiber introduced concrete.
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    item: Conference-Abstract
    Performance of finger jointed timber boards with different joint configurations
    Sathesrajkumar, S; Sudhira, DS; De Silva, SGHM; Muthumala, CK
    Timber is one of the construction materials commonly used in Sri Lanka. When using timber for construction purpose waste timber is also produced. This is being used in a useful manner with finger jointed system. But in Sri Lanka still there is a lack of knowledge in using finger joint in an efficient way. Main objective of this study is to find the most suitable finger joint length and type of adhesive through experimental results to have better efficient structural performance. Tests such as bending, compression (grain parallel and perpendicular), tension (parallel to grain) and shear perpendicular to grain were conducted. For these tests BS 373:1957 and EURO CODE 5 were used as standards for tests. In Sri Lanka Hardwood class timber waste is generated in more than other classes. Therefore, Hardwood class timber Teak has been used for all test carried out. Ultimate limit compressive stress grain parallel Finger jointed timber variation was obtained between 24.17 MPa - 36.09 MPa. At the same time the serviceability limit compressive stress grain perpendicular value variation was between 22.02 MPa - 26.15 MPa. Here the highest value was obtained for the finger length of value 14mm.Similarly, the Ultimate limit compressive stress of Grain perpendicular varies between 5.69MPa - 9.6MPa and the serviceability limit compressive stress of grin perpendicular varies in between 1.91Mpa-5.59 MPa. Here highest value was obtained for the finger length of 25mm. Also the shear stress values showed the variation between 2.5 MPa -3.14 MPa. The Modulus of elasticity varies between 1.249GPa - 2.889Gpa. Here the highest value was attained when the finger length was at 14mm. And also the Ultimate modulus of Rupture differs within the range of 12.44MPa - 27.37Mpa where the highest value was gained for the finger length of 25mm. Ultimate limit of tensile stress varies between 12.54 MPa -18.5 MPa here highest value attained when the finger length was at 25mm also Favicol SWR adhesive shows high Tensile stress value 18Mpa finally The Strength properties show a non-linear variation with the finger length. Therefore, based on structural strength requirement finger length should be decided.