MATERIAL MECHANICAL BEHAVIOUR ANALYSIS OF SPRUCE AND TEAK WOOD DUE TO PRESSURE LOADS AT HIGH STRAIN RATE WITH FINITE ELEMENT METHOD
The strain rate is the rate of deformation caused by the forces acting on a material. Strain rate affects the strength of the material. In this case, the higher strain rate the higher material strength will be. Wood material as an anisotropic material has complex behavior. In the existing litera...
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Format: | Theses |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/37052 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Summary: | The strain rate is the rate of deformation caused by the forces acting on a material.
Strain rate affects the strength of the material. In this case, the higher strain rate
the higher material strength will be.
Wood material as an anisotropic material has complex behavior. In the existing
literatures, wood mechanical data is only available under static loading conditions,
material data for dynamic and impulsive loading conditions are still rarely found.
One tool that can be used to determine the mechanical behavior of material under
dynamic and impulsive conditions is Split Hopkinson Pressure Bar (SHPB) test.
SHPB is able to measure the behaviour of material at a high strain rate between
1000 - 10000/s.
Tests were carried out on spruce (picea abies) and teak (tectona grandis) specimens
directed parallel direction of fiber (longitudinal) and in the perpendicular direction
of fiber (transversal). Spruce and teak woods were chosen as spruce wood
represents softwood and teak wood represents hardwood, respectively. The
speciments tested are of cylindrical form with 20 mm diameter and either 20 mm or
24 mm height. There are two types of SHPB bar, steel and acrylic/PMMA. Steel bar
is used to test the longitudinal direction of spruce wood and teak wood and for the
transversal direction of teak wood. Acrylic material / PMMA (polymethyl
methacrylate) bar is used to test the tangential and radial directions of spruce
wood. The dimensions of the bars is 25 mm diameter and 1250 mm length for
incident and transmission bars and 375 mm for striker bars length. Tests are
carried out at strain rates between 1800/s to 2900/s.
The numerical analysis is carried out using finite element software to simulate
wood material under high strain rates conditions. The simulation of SHPB bars
material uses a type of elastic modeling and the simulation of wood material uses
honeycomb material type. The "automatic surface to surface" contact type is to
simulate when there is a collision between two surfaces and "constraint nodes to
surface" contact type is to avoid the contact surface one penetrates the other contact
surface. Numerical simulation results are validated with experimental results.
In the numerical simulations, firing speed is increased to obtain the strain rate that
is similar to that of the experiment. By magnifying the firing speed in numerical
simulations, the yield stress obtained from the numerical simulations is similar to
that of the experimental analysis with less than 10% differences. |
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