Open Access Open Access  Restricted Access Subscription Access
Open Access Open Access Open Access  Restricted Access Restricted Access Subscription Access

Engineering Properties of Ain (Terminalia elliptica) Wood


Affiliations
1 Department of Farm Structures, College of Agricultural Engineering and Technology, Dapoli (M.S.), India
2 College of Forestry, Dapoli (M.S.), India
3 College of Agricultural Engineering and Technology, Dapoli (M.S.), India
     

   Subscribe/Renew Journal


Wood is one of the earth’s most valuable resources and it conforms to the most varied requirement. There are over 1600 different species of woods which are used for various purposes. Wood shows a remarkably wide range of variation in their properties, timber and the type of end use (Rajput and Shukla, 1996). Wood is a multiuse biological raw material with a high economic importance for a number of industrial sectors such as construction, furniture and the packing industry. It is much more variable than that of materials such as concrete or metal (Michael, 2016). Global production of wood is estimated at 3469 million m3 in 2011, of which 1891 million m3 is fuel wood and 1578 million m3 is industrial round wood. Wood is a natural, renewable and valuable construction material. Since being thought of as naturally resistant to wood degrading organisms. Wood has been used as a shelter and has many outdoor applications thought out human history. However, the durability of wood varies depending on its tree species, chemical composition and the environmental condition. Wood biodegradation occurs in different ways such as fungal, bacterial and insect attack. Fungal decay is the most widespread type of wood degradation. The demand for wooden products is continuously increasing day by day. Wood is exposed to both periodic water absorption and desorption process. Understanding water absorption and desorption in wood are of practical importance since they also affect the mechanical properties of the product. In residential building and in industrial application some of the components are often wood (Ostman, 1985). To develop buildings and its components different engineering properties are important. In the present study, the bending stress of ain was found as 5.67 × 107 kN/m2 and compression stress was found as 1.3×107 kN/m2.

Keywords

Ain, Moisture Content, Shrinkage, Bending Stress, Compression Stress.
Subscription Login to verify subscription
User
Notifications
Font Size


  • BIS (1986). Methods of testing of small clear specimens of timber. Test code IS 1708 (Part 1):1996. Bureau of Indian Standards, New Delhi, India, 9.
  • BIS (1986). Methods of testing of small clear specimens of timber. Test code IS 1708 (Part 3):1996. Bureau of Indian Standards, New Delhi, India, 13-15.
  • BIS (1986). Methods of testing of small clear specimens of timber. Test code IS 1708 (Part 6):1996. Bureau of Indian Standards, New Delhi, India, 27-29.
  • BIS (1986). Methods of testing of small clear specimens of timber. Test code IS 1708 (Part 8):1996. Bureau of Indian Standards, New Delhi, India, 35-37.
  • Gavanski, E., Kordi, B., Gregory, A. and Kopp, P. J. (2013). Wind loads on roof sheathing of houses. J. Wind Engg & Industrial Aerodynamics,106-121.
  • Kunjalata K., Das, N., Boruah, P. K. and Sarma, U. (2016). Development of a strain measurement system for the study of effect of relative humidity on wood. 265-272.
  • Mazzanti, P. (2012). Drying shrinkage and mechanical properties of poplar wood across the grain. J. Cultural Heritage, 85– 89.
  • Michael, H. R. (2016). The wood from the trees. The use of timber in construction. Renewable & Sustainable Energy, 333369.
  • Niklewski, J., Fredriksson, M. and Isaksson, T. (2012). Moisture content prediction of rain-exposed wood. Test and evaluation of a simple numerical model for durability applications. Building & Environment,126-136.
  • Ostman (1985). Wood tensile strength at temperature and moisture contents simulating fire condition. Wood Sci.&Technol.,19 (2):103-116.
  • Rajput, S. S. and Shukla, N.K. (1996). Timber mechanics, strength, classification and grading timber. Indian Council of Forestry Research and Education.4-32.
  • WEBLIOGRAPHY
  • Kinoshita, S. (1990). Foundation for wooden house. .

Abstract Views: 602

PDF Views: 4




  • Engineering Properties of Ain (Terminalia elliptica) Wood

Abstract Views: 602  |  PDF Views: 4

Authors

S. P. Divekar
Department of Farm Structures, College of Agricultural Engineering and Technology, Dapoli (M.S.), India
S. K. Jain
Department of Farm Structures, College of Agricultural Engineering and Technology, Dapoli (M.S.), India
A. D. Rane
College of Forestry, Dapoli (M.S.), India
Chandan Kumar
College of Agricultural Engineering and Technology, Dapoli (M.S.), India
R. B. Mahadik
College of Agricultural Engineering and Technology, Dapoli (M.S.), India
V. M. Daware
College of Agricultural Engineering and Technology, Dapoli (M.S.), India

Abstract


Wood is one of the earth’s most valuable resources and it conforms to the most varied requirement. There are over 1600 different species of woods which are used for various purposes. Wood shows a remarkably wide range of variation in their properties, timber and the type of end use (Rajput and Shukla, 1996). Wood is a multiuse biological raw material with a high economic importance for a number of industrial sectors such as construction, furniture and the packing industry. It is much more variable than that of materials such as concrete or metal (Michael, 2016). Global production of wood is estimated at 3469 million m3 in 2011, of which 1891 million m3 is fuel wood and 1578 million m3 is industrial round wood. Wood is a natural, renewable and valuable construction material. Since being thought of as naturally resistant to wood degrading organisms. Wood has been used as a shelter and has many outdoor applications thought out human history. However, the durability of wood varies depending on its tree species, chemical composition and the environmental condition. Wood biodegradation occurs in different ways such as fungal, bacterial and insect attack. Fungal decay is the most widespread type of wood degradation. The demand for wooden products is continuously increasing day by day. Wood is exposed to both periodic water absorption and desorption process. Understanding water absorption and desorption in wood are of practical importance since they also affect the mechanical properties of the product. In residential building and in industrial application some of the components are often wood (Ostman, 1985). To develop buildings and its components different engineering properties are important. In the present study, the bending stress of ain was found as 5.67 × 107 kN/m2 and compression stress was found as 1.3×107 kN/m2.

Keywords


Ain, Moisture Content, Shrinkage, Bending Stress, Compression Stress.

References