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IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 02 Issue: 08 | Aug-2013, Available @ http://www.ijret.org 109
ENHANCEMENT OF ENERGY ABSORPTION OF THIN WALLED
HEXAGONAL TUBE BY USING TRIGGER MECHANISMS
Samer F1
, F. Tarlochan2
, Pooria Khalili3
, Hatam Samaka4
1,2,3,4
Center for Design and Innovation, College of Engineering, Universiti Tenaga Nasional, Malaysia
Abstract
This paper presents the using of non-linear finite element simulations on the crash behavior and to enhance the energy absorption of
the thin walled hexagonal tube subjected to dynamic loading and to decrease the peak load to ensure the occupants safety during
front collisions. Triggers have been applied to the thin walled hexagonal tube. Three trigger geometries have been applied circular,
rectangular and elliptical geometry. Three type of trigger distribution already have been studied. The positions and the size of
triggers are also investigated. It was found that the 10% per cent reductions with elliptical trigger revealed the best choice, it shows
enhancing in energy absorption about 8 percent and CFE about 13 percent and decreasing in peak force by 2.5 percent.
Index Terms: energy absorption; Finite element modeling; trigger
---------------------------------------------------------------------------***--------------------------------------------------------------------------
1. INTRODUCTION
Human life is priceless, so researchers and manufacturers of the
automobile industry emphasize deeply into the vehicle occupant
safety [1]. To minimize the casualties there is a need to absorb
as much as possible of the kinetic energy caused by collisions
[2-4]. According to the 2004 World Health Organization report
[5], 3000 people are killed daily due to road accidents these
statistical ensured that the vehicle crashworthiness should
continue in both academic and industrial researchers worldwide.
[6-12]. Many studies [13-15] have done on the thin walled
tubes, these studies summarized that the tubes under dynamic
loading absorb more energy than quasi-static.
Generally the progressive buckling almost shows several
collapses like axisymmetric (concertina), non-axisymmetric
(diamond), mixed (concertina and diamond) and Euler-type
buckling. Energy absorption depends on the collapse mode, and
more energy absorbed in a progressive buckling than in an
Euler-type buckling [15]. The applied of reductions (trigger) is
one of the way that enhance the energy absorption of the thin
walled tube and decrease the peak force [18-20].
Fig 1 types of folding mode (a) axisymmetric (concertina), (b)
non-axisymmetric (diamond) [16], (c) mixed (concertina and
diamond), (d) Euler-type [17]
The triggers used in this study were circular, rectangular and
elliptical reductions and the tubular structural material was
modeled as A36 steel (mild steel).
2. CRASHWORTHINESS PARAMETERS
2.1 Crush Force Efficiency
The crush force efficiency (CFE) can be defined as a mean
crushing force (Pmean) divided by peak crushing load (Pmax)
as follows.
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 02 Issue: 08 | Aug-2013, Available @ http://www.ijret.org 110
CFE = (1)
The crush force efficiency is very important parameter used to
evaluate the performance of energy absorbing structures [22]. A
value of unity of the energy absorber member represents an
ideal energy absorber which represents a value of the crush
force efficiency corresponding to the constant load-
displacement curve [23], while the low values indicate
happening of greater peaks of force during crushing [24]. Low
values of crush force efficiency means high peaks force which
leads to increasing in acceleration and potential damage to the
passengers during frontal impact which must be avoided. CFE
is related to the structural effectiveness and it is an important
measure for car structure to know how efficient it is [25]. A
high value of CFE is desirable and must be maximized and this
can be obtained by decreasing the peak load. Introducing trigger
mechanism is usually used to decrease the peak load and thus
increases the CFE value. G.M. Nagel, D.P. Thambiratnam,
showed that the crush force efficiency can be increased by
increasing the wall thickness of the tube [26].
Fig 2 ideal load-displacement curves [21]
2.2 Energy Absorbers
The aim of energy absorbing (longitudinal member) is to
convert the kinetic energy to other form of energy when it
deform. Another objective of the longitudinal members is to
reduce the peak reaction force associated during impact since
greater peak values can cause large deceleration values that
probably cause irrecoverable brain damage [27]. The energy
absorption performance can be calculated from the load-
displacement curve. Energy absorption EA is denoted as an
integration of a load-displacement curve as below
EA= (2)
When is an instantaneous crushing load, is the length of
crushing specimen. From the equation (2)
EA= = (3)
Where is the mean crushing load, is the initial length of
the crushing specimen. Ideal energy absorption could achieve a
maximum force and keep it constant during the entire
deformation length.
2.3 Trigger Mechanisms Trigger Position and
Location
Enhanced of energy absorption of a tube can be obtained by
applying a specific trigger in a proper position. On the other
hand the trigger will decrease the high peak load required to
start the first fold. The fold becomes regular and more stable.
Since the hexagonal profile has six sides, it should define the
position and distribution of these triggers. Different reduction
percentages have been used to verify the best reduction one.
Beside the reduction percentage, the location on which side of
the hexagonal profile must be triggered is also defined. Since
the hexagonal profile perimeter was 300 mm then each side has
50 mm. three types of trigger have been used rectangular,
elliptical and circular triggers. The reduction percentage of each
type of trigger was equal and the area of them was also equal to
verify the trigger shape effect.
Three types of distribution have been used called first, second
and third type. The first type was done on the circular shape.
Six holes have been done on the hexagonal profile. For this type
of distribution, the trigger holes were distributed on the
hexagonal sides, so each side has one hole in the middle with
reduction percentage of 10 percent. The circular diameter was 5
mm the total reduction was 30 mm for all sides. The second
type of distribution represented as two holes together. The
distributing of the holes was distributed as three pairs. So three
of tube sides will be triggered while the other three will not, and
the holes distributed alternately on the sides. The trigger side
has two holes which distributed regularly the distances from the
end to the center of circle and the distance between the circle
centers are equal. The third type of distribution was represented
as two pairs of circular triggers. Each pair has three circular
holes. So just two side of hexagonal profile have been triggered.
The triggered side then will be opposite and facing each other.
The distances between each centers and the distance from the
end to the nearest circular centers are equal. The figure 3 shows
the three types of trigger distributions.
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 02 Issue: 08 | Aug-2013, Available @ http://www.ijret.org 111
Fig 3 types of trigger holes distribution
Fig 4 types of trigger holes distribution two dimension
Several distances have been studied to verify the best trigger
position and to find the proper trigger distance. Trigger position
denoted to the distance (d) from the front end of the hexagonal
profile to the center of the trigger shape. The distances taken
into consideration were 20, 30, 40, 50, 60 and 70 mm. The
simulations was done have taken into consideration the profile
thickness was 2 mm with the crash speed of 54 km/h and impact
mass of 275 kg.
3. RESULTS AND DISCUSSIONS
3.1 Effect of Triggers on Force Level and Energy
Absorption on the Steel
By applying weaknesses (trigger), it can be obtained more
stable force along the deformed profile, reduce the peak force
and enhance the energy absorption capability. Reducing force is
one of crashworthiness demanded so keep the passengers safer
by reducing the transferred force to them. Getting stable force
is preferred to obtain more folding process so the energy
absorption will increase and hence more impact energy caused
by collisions can be dissipated.
Fig 5 hexagonal profiles without (a) and with (b) trigger for
steel
The energy absorption for both triggered and non-triggered
profiles were compared as shown in figure 6. Non triggered
profile is stiffer so it absorbs more energy at the beginning of
deformation afterwards the triggered profile will absorb more
energy and this may attribute to the more folding will generate
because of the trigger.
Fig 6 energy-displacement hexagonal profiles without and with
trigger for steel
Lower peak force can be obtained by applying trigger as shown
in figure 7 also by applying trigger the force level along the
deformation length is more stable than non-triggered profile.
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 02 Issue: 08 | Aug-2013, Available @ http://www.ijret.org 112
Fig 7 force-displacement hexagonal profiles without and with
trigger
3.2 Trigger Position and Location
Weaknesses and trigger must be located in proper that obtained
as much as possible lowering in peak force and increasing in
energy absorption. At that position the more stable force level
can be reached and fluctuating can be decreased. The best
position for the trigger is when the first fold is formed. Six
different positions have been taken to specify their effects.
3.3 Trigger Geometries
Circular, rectangular and elliptical trigger geometries have been
studied. The simulations are done on the hexagonal profile with
a rigid front end at 54 km/h. Simulations have been done on the
triggered profile. Different shapes reveal different results. The
most influence shape that affected both peak force and energy
absorption will be taken as the best geometry.
3.4 Circular Trigger Distributions
Three different distributions have been implemented to select
the best one. The distributions are shown in figure 8.
Fig 8 different distribution (a) first type (b) second type and (c)
third type of distribution of steel material
The reduction percentages for all triggers were 10 percent since
the hexagonal profile has a perimeter of 300 mm then the
reduction percent will be 30 mm for all sides. Table 1 shows the
simulations done on the hexagonal profile with circular hole
triggers regarding the first type of distribution. The table
included the effect of first distribution on the peak force, energy
absorption and CFE. From the results shown in the table, it can
be concluded that the first type of distribution has no significant
effects on the parameters and these parameters reveal no
influence by this type of distribution.
Table 1 effect of circular triggers with first type of distribution
for steel
Tables 2 and 3 show the results obtained from simulations done
with second and third type of distributions respectively. From
the results obtained, it can be concluded that there were some
increasing in energy absorption amount when the trigger
position is 50 mm and some increasing in CFE value better than
other distances. The second type of distribution at 50 mm
distance reveals lower value in peak force than third one.
Table 2 effect of circular triggers with second type of
distribution for steel
3.5 Rectangular and Elliptical Triggers
Rectangular and elliptical triggers have been applied on the
hexagonal profile. Six different distances (position) were
carried out on both. The trigger areas of all geometries were
equals also the reduction percentages were equal. Both
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 02 Issue: 08 | Aug-2013, Available @ http://www.ijret.org 113
rectangular and elliptical triggers represented as the second type
of distribution. So three alternating of hexagonal profile are
triggered. The reduction percent was 10 percent of the whole
perimeter. The trigger was represented as a hole in the center of
the triggered side for both geometries. Tables 4 and 5 show the
results obtained from simulations done with rectangular and
elliptical triggers respectively.
Table 3 Effect of circular triggers with third type of distribution
for steel
Fig 9 deformation profiles of non-triggered profile and circular
trigger with different distribution for steel
From the results shown, it can be observed that the elliptical
trigger at position 50 mm reveals the best choice. It offers
increasing in energy absorption value about 8 percent and
creasing the peak force by 2.5 percent, it also shows an
enhancement in CFE value about 13 percent.
3.6 Determination of the Best Trigger Dimension
The purpose of the trigger is to develop the folding as much as
could. Using small trigger reduction is not desired because the
initial peak force does not reduce enough and the folding may
not develop properly and get irregular fold. Unlike using large
area trigger reduction causes decreasing in energy absorption
and decreasing in stiffness and hence the bending resistance will
be lower. Simulations were done using the hexagonal perimeter
with 300 mm and 2 mm thickness. To specify the best trigger
reduction percent, three different reduction percent have been
used in addition to non-triggered profile of 0, 5, 10, and 15
percent. Figures 13 and 14 show the force and energy
absorption levels. Table 6 shows the values of energy
absorption, peak force and CFE.
Table 4 effect of rectangular triggers on the peak force and
energy absorption for steel
Table 5 effect of elliptical triggers on the peak force and energy
absorption for steel
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 02 Issue: 08 | Aug-2013, Available @ http://www.ijret.org 114
Table 6 energy absorption, peak force and CFE values of
hexagonal with different reduction percent for steel
Fig 13 force-displacement levels of different reduction percent
Fig 14 energy-displacement levels of different reduction
percent
Fig 15 deformation profiles for different reduction per cent
CONCLUSIONS
Trigger which means to create weaknesses of tube to improve
its performance in terms of energy absorption and
crashworthiness. Different type of triggers gives different
performance. To get the best qualification of the triggered tube,
the trigger should be in a proper position with both specific
geometry and reduction percent. Circular with different
distribution, rectangular and elliptical geometries have been
used in this study. The results show that the elliptical geometry
reveal the best enhanced in energy absorption and CFE at the
same time it offers lower in peak force and more regular folds.
Six different positions of 20, 30, 40, 50, 60 and 70 mm also
have been carried out. The results show that the position of
50mm was the best. Three reduction percent have been
implemented of 5, 10 and 15 percent beside the 0 percent. The
5 percent shows the peak force still too high and the energy still
at low level. The 15 percent shows deceasing in energy
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 02 Issue: 08 | Aug-2013, Available @ http://www.ijret.org 115
absorption and decreasing in peak force which may cause
lowering in stiffness and hence lowering in bending resistance.
The 10 percent reduction shows the best reduction percent it
reveals enhancing in energy absorption about 8 per cent and
CFE about 13 percent and decreasing in peak force by 2.5
percent.
REFERENCES
[1] Paul Du Bois,Clifford C. Chou,Bahig B. Fileta,Tawfik
B. Khalil,Albert I.,ing,Hikmat F. Mahmood,Harold J.
Mertz,JacWismans (2000) .handbook Vehicle
crashworthiness and occupant , pp.1.
[2] Lu, G., and Yu, T., 2003, Energy Absorption of
Structures and Materials, Woodhead, Cambridge.
[3] Abramowicz, W., 2003, “Thin-Walled Structures as
Impact Energy Absorbers,”Thin-Walled Struct., 41,
pp. 91–107.
[4] Langseth, M., and Hopperstad, O. S., 1996, “Static
and Dynamic Axial Crushing of Square Thin-Walled
Aluminium Extrusions,” Int. J. Impact Eng., 18_7– 8_,
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[5] World Health Organization and World Bank, 2004,
“World Report on RoadTraffic Injury Prevention,”
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[6] Cheng, Q., Alt enhof, W., and Li, L., 2006,
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of AA6061-T6 Aluminium Square Tubes With
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[7] Abramowicz, W., and Jones, N., 1984, “Dynamic
Axial Crushing of Square Tubes,” Int. J. Impact Eng.,
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[8] Arnold, B., and Altenhof, W., 2004, “Experimental
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Circular Discontinuities,” Int. J. Crashworthiness,
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[9] Tarigopula, V., Langseth, M., Hopperstad, O. S., and
Clausen, A. H., 2006, “An Experimental and
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[10] Abramowicz, W., and Jones, N., 1997, “Transition
From Initial Global Bending to Progressive Buckling
of Tubes Loaded Statically and Dynamically,” Int. J.
Impact Eng., 19_5–6_, pp. 415–437.
[11] Montanini, R., Belingardi, G., and Vadori, R., 1997,
“Dynamic Axial Crushing of Triggered Aluminium
Thin-Walled Columns,” 30th International Symposium
on Automotive Technology & Automation, Florence,
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[12] Chung Kim Yuen, S., and Nurick, G. N., 2008, “The
Energy Absorbing Characteristics of Tubular
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An Overview,” Appl. Mech. Rev., 61_2_, p.
020802.
[13] M. Langseth and O.S. Hopperstad, 1996, Static and
dynamic axial crushing of square thin-walled
aluminium extrusions, International Journal of Impact
Engineering, Volume 18, Issues 7–8, October–
December 1996, Pages 949–968.
[14] R. Velmurugan and R.Muralikannanb2009, Energy
absorption characteristics of annealed steel tubes
ofVarious cross sections in static and dynamic loading
Latin and American Journal of Solid and Structures ,
6(2009) 385 – 412
[15] Zaini Ahmed 2009 Impact and Energy Absorption of
Empty and Foam-filled Conical Tubes, Queensland
university of Technology Australia, December 2009.
[16] J. Marsolek, H.-G. Reimerdes (2004), Energy
absorption of metallic cylindrical shells with induced
non-axisymmetric folding patterns, International
Journal of Impact Engineering, Vol.30, Issue 8-9, sept.
2004.
[17] Florent Pled, Wenyi Yan and Cui.e Wen 2007,
Crushing Modes of Aluminium Tubes under Axial
Compression, 5th Australasian Congress on Applied
Mechanics, ACAM 2007, 10-12 December 2007,
Brisbane, Australia.
[18] Marshall, N. S., and Nurick, G. N., 1998, “The Effect
of Induced Deformations on the Formation of the First
Lobe of Symmetric Progressive Buckling of Thin
Walled Square Tubes,” Structures Under Shock and
Impact _SUSI 98_ Thessaloniki, Greece, Jun. 24–26,
N. Jones, D. G. Talaslidis, C. A. Brebbia,and G. D.
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[19] Gupta, N. K., and Gupta, S. K., 1993, “Effect of
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Behaviour of Circular Tubes,” Int. J. Mech. Sci.,
35_7_, pp. 597–613_15_ Lee, S., Hahn
[20] Cheng Q, Altenhof W, Li L. Experimental
investigation on the crush behavior of AA6061-T6
aluminum square tubes with different types of trough-
hole discontinuities.Int. J. Thin-Walled structures
2006;44:441-54
[21] AshokanandChathbai, 2007, Parametric study of
energy absorption characteristic of a rectangular
aluminum tube wrapped with e-glass/epoxy,
Visvesvaraya Technological University, India, 2003
[22] S. Chung Kim Yuen, G.N. Nurick and R.A. Starke,
2008, the energy absorption characteristics of double-
cell tubular profiles, Latin American Journal of Solids
and Structures 5 (2008)289{317.
[23] Qingwu Cheng, William Altenhof and Li Lib, 2006,
Experimental investigations on the crush behaviour of
AA6061-T6aluminum square tubes with different
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 02 Issue: 08 | Aug-2013, Available @ http://www.ijret.org 116
types of through-holediscontinuities, Thin-Walled
Structures 44 (2006) 441–454.
[24] C. Graczykowski, G. Mikułowski& J. Holnicki-Szulc,
Adaptive impact absorption – a benchmark and an
exampleAbsorber, Institute of Fundamental
Technological Research Polish Academy of Sciences
(IPPT PAN), Warsaw,Poland
[25] Anne-Marie Harte, Norman A. Fleck and Michael F.
Ashby, 2000, Energy absorption of foam-filled circular
tubes with braided composite walls, Eur. J. Mech.
A/Solids 19 (2000) 31–50.
[26] G.M. Nagel, D.P. Thambiratnam, 2005, Computer
simulation and energy absorption of tapered thin-
walled rectangular tubes, Thin-Walled Structures 43
(2005) 1225–1242.
[27] Hesham Kamel Ibrahim, 2009, Design Optimization of
Vehicle Structures for Crashworthiness Improvement.,
PhD thesis, Concordia University Montreal, Quebec,
Canada
BIOGRAPHIES
Samer F. was born in Iraq He obtained his
Bachelors in Mechanical Engineering and
Masters in Engineering from IRAQ. He is
currently pursuing his PhD at UNITEN in the
field of applied mechanics.
F. Tarlochan was born in Malaysia. He
obtained his Bachelors in Mechanical
Engineering and Masters in Biomedical
Engineering from Purdue University, USA.
His PhD was from Universiti Putra Malaysia.
He is currently an Associate Professor at
UNITEN and heads the Center for Innovation and Design.
Email: faristarlochan@gmail.com

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Enhancement of energy absorption of thin walled hexagonal tube by using trigger mechanisms

  • 1. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 02 Issue: 08 | Aug-2013, Available @ http://www.ijret.org 109 ENHANCEMENT OF ENERGY ABSORPTION OF THIN WALLED HEXAGONAL TUBE BY USING TRIGGER MECHANISMS Samer F1 , F. Tarlochan2 , Pooria Khalili3 , Hatam Samaka4 1,2,3,4 Center for Design and Innovation, College of Engineering, Universiti Tenaga Nasional, Malaysia Abstract This paper presents the using of non-linear finite element simulations on the crash behavior and to enhance the energy absorption of the thin walled hexagonal tube subjected to dynamic loading and to decrease the peak load to ensure the occupants safety during front collisions. Triggers have been applied to the thin walled hexagonal tube. Three trigger geometries have been applied circular, rectangular and elliptical geometry. Three type of trigger distribution already have been studied. The positions and the size of triggers are also investigated. It was found that the 10% per cent reductions with elliptical trigger revealed the best choice, it shows enhancing in energy absorption about 8 percent and CFE about 13 percent and decreasing in peak force by 2.5 percent. Index Terms: energy absorption; Finite element modeling; trigger ---------------------------------------------------------------------------***-------------------------------------------------------------------------- 1. INTRODUCTION Human life is priceless, so researchers and manufacturers of the automobile industry emphasize deeply into the vehicle occupant safety [1]. To minimize the casualties there is a need to absorb as much as possible of the kinetic energy caused by collisions [2-4]. According to the 2004 World Health Organization report [5], 3000 people are killed daily due to road accidents these statistical ensured that the vehicle crashworthiness should continue in both academic and industrial researchers worldwide. [6-12]. Many studies [13-15] have done on the thin walled tubes, these studies summarized that the tubes under dynamic loading absorb more energy than quasi-static. Generally the progressive buckling almost shows several collapses like axisymmetric (concertina), non-axisymmetric (diamond), mixed (concertina and diamond) and Euler-type buckling. Energy absorption depends on the collapse mode, and more energy absorbed in a progressive buckling than in an Euler-type buckling [15]. The applied of reductions (trigger) is one of the way that enhance the energy absorption of the thin walled tube and decrease the peak force [18-20]. Fig 1 types of folding mode (a) axisymmetric (concertina), (b) non-axisymmetric (diamond) [16], (c) mixed (concertina and diamond), (d) Euler-type [17] The triggers used in this study were circular, rectangular and elliptical reductions and the tubular structural material was modeled as A36 steel (mild steel). 2. CRASHWORTHINESS PARAMETERS 2.1 Crush Force Efficiency The crush force efficiency (CFE) can be defined as a mean crushing force (Pmean) divided by peak crushing load (Pmax) as follows.
  • 2. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 02 Issue: 08 | Aug-2013, Available @ http://www.ijret.org 110 CFE = (1) The crush force efficiency is very important parameter used to evaluate the performance of energy absorbing structures [22]. A value of unity of the energy absorber member represents an ideal energy absorber which represents a value of the crush force efficiency corresponding to the constant load- displacement curve [23], while the low values indicate happening of greater peaks of force during crushing [24]. Low values of crush force efficiency means high peaks force which leads to increasing in acceleration and potential damage to the passengers during frontal impact which must be avoided. CFE is related to the structural effectiveness and it is an important measure for car structure to know how efficient it is [25]. A high value of CFE is desirable and must be maximized and this can be obtained by decreasing the peak load. Introducing trigger mechanism is usually used to decrease the peak load and thus increases the CFE value. G.M. Nagel, D.P. Thambiratnam, showed that the crush force efficiency can be increased by increasing the wall thickness of the tube [26]. Fig 2 ideal load-displacement curves [21] 2.2 Energy Absorbers The aim of energy absorbing (longitudinal member) is to convert the kinetic energy to other form of energy when it deform. Another objective of the longitudinal members is to reduce the peak reaction force associated during impact since greater peak values can cause large deceleration values that probably cause irrecoverable brain damage [27]. The energy absorption performance can be calculated from the load- displacement curve. Energy absorption EA is denoted as an integration of a load-displacement curve as below EA= (2) When is an instantaneous crushing load, is the length of crushing specimen. From the equation (2) EA= = (3) Where is the mean crushing load, is the initial length of the crushing specimen. Ideal energy absorption could achieve a maximum force and keep it constant during the entire deformation length. 2.3 Trigger Mechanisms Trigger Position and Location Enhanced of energy absorption of a tube can be obtained by applying a specific trigger in a proper position. On the other hand the trigger will decrease the high peak load required to start the first fold. The fold becomes regular and more stable. Since the hexagonal profile has six sides, it should define the position and distribution of these triggers. Different reduction percentages have been used to verify the best reduction one. Beside the reduction percentage, the location on which side of the hexagonal profile must be triggered is also defined. Since the hexagonal profile perimeter was 300 mm then each side has 50 mm. three types of trigger have been used rectangular, elliptical and circular triggers. The reduction percentage of each type of trigger was equal and the area of them was also equal to verify the trigger shape effect. Three types of distribution have been used called first, second and third type. The first type was done on the circular shape. Six holes have been done on the hexagonal profile. For this type of distribution, the trigger holes were distributed on the hexagonal sides, so each side has one hole in the middle with reduction percentage of 10 percent. The circular diameter was 5 mm the total reduction was 30 mm for all sides. The second type of distribution represented as two holes together. The distributing of the holes was distributed as three pairs. So three of tube sides will be triggered while the other three will not, and the holes distributed alternately on the sides. The trigger side has two holes which distributed regularly the distances from the end to the center of circle and the distance between the circle centers are equal. The third type of distribution was represented as two pairs of circular triggers. Each pair has three circular holes. So just two side of hexagonal profile have been triggered. The triggered side then will be opposite and facing each other. The distances between each centers and the distance from the end to the nearest circular centers are equal. The figure 3 shows the three types of trigger distributions.
  • 3. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 02 Issue: 08 | Aug-2013, Available @ http://www.ijret.org 111 Fig 3 types of trigger holes distribution Fig 4 types of trigger holes distribution two dimension Several distances have been studied to verify the best trigger position and to find the proper trigger distance. Trigger position denoted to the distance (d) from the front end of the hexagonal profile to the center of the trigger shape. The distances taken into consideration were 20, 30, 40, 50, 60 and 70 mm. The simulations was done have taken into consideration the profile thickness was 2 mm with the crash speed of 54 km/h and impact mass of 275 kg. 3. RESULTS AND DISCUSSIONS 3.1 Effect of Triggers on Force Level and Energy Absorption on the Steel By applying weaknesses (trigger), it can be obtained more stable force along the deformed profile, reduce the peak force and enhance the energy absorption capability. Reducing force is one of crashworthiness demanded so keep the passengers safer by reducing the transferred force to them. Getting stable force is preferred to obtain more folding process so the energy absorption will increase and hence more impact energy caused by collisions can be dissipated. Fig 5 hexagonal profiles without (a) and with (b) trigger for steel The energy absorption for both triggered and non-triggered profiles were compared as shown in figure 6. Non triggered profile is stiffer so it absorbs more energy at the beginning of deformation afterwards the triggered profile will absorb more energy and this may attribute to the more folding will generate because of the trigger. Fig 6 energy-displacement hexagonal profiles without and with trigger for steel Lower peak force can be obtained by applying trigger as shown in figure 7 also by applying trigger the force level along the deformation length is more stable than non-triggered profile.
  • 4. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 02 Issue: 08 | Aug-2013, Available @ http://www.ijret.org 112 Fig 7 force-displacement hexagonal profiles without and with trigger 3.2 Trigger Position and Location Weaknesses and trigger must be located in proper that obtained as much as possible lowering in peak force and increasing in energy absorption. At that position the more stable force level can be reached and fluctuating can be decreased. The best position for the trigger is when the first fold is formed. Six different positions have been taken to specify their effects. 3.3 Trigger Geometries Circular, rectangular and elliptical trigger geometries have been studied. The simulations are done on the hexagonal profile with a rigid front end at 54 km/h. Simulations have been done on the triggered profile. Different shapes reveal different results. The most influence shape that affected both peak force and energy absorption will be taken as the best geometry. 3.4 Circular Trigger Distributions Three different distributions have been implemented to select the best one. The distributions are shown in figure 8. Fig 8 different distribution (a) first type (b) second type and (c) third type of distribution of steel material The reduction percentages for all triggers were 10 percent since the hexagonal profile has a perimeter of 300 mm then the reduction percent will be 30 mm for all sides. Table 1 shows the simulations done on the hexagonal profile with circular hole triggers regarding the first type of distribution. The table included the effect of first distribution on the peak force, energy absorption and CFE. From the results shown in the table, it can be concluded that the first type of distribution has no significant effects on the parameters and these parameters reveal no influence by this type of distribution. Table 1 effect of circular triggers with first type of distribution for steel Tables 2 and 3 show the results obtained from simulations done with second and third type of distributions respectively. From the results obtained, it can be concluded that there were some increasing in energy absorption amount when the trigger position is 50 mm and some increasing in CFE value better than other distances. The second type of distribution at 50 mm distance reveals lower value in peak force than third one. Table 2 effect of circular triggers with second type of distribution for steel 3.5 Rectangular and Elliptical Triggers Rectangular and elliptical triggers have been applied on the hexagonal profile. Six different distances (position) were carried out on both. The trigger areas of all geometries were equals also the reduction percentages were equal. Both
  • 5. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 02 Issue: 08 | Aug-2013, Available @ http://www.ijret.org 113 rectangular and elliptical triggers represented as the second type of distribution. So three alternating of hexagonal profile are triggered. The reduction percent was 10 percent of the whole perimeter. The trigger was represented as a hole in the center of the triggered side for both geometries. Tables 4 and 5 show the results obtained from simulations done with rectangular and elliptical triggers respectively. Table 3 Effect of circular triggers with third type of distribution for steel Fig 9 deformation profiles of non-triggered profile and circular trigger with different distribution for steel From the results shown, it can be observed that the elliptical trigger at position 50 mm reveals the best choice. It offers increasing in energy absorption value about 8 percent and creasing the peak force by 2.5 percent, it also shows an enhancement in CFE value about 13 percent. 3.6 Determination of the Best Trigger Dimension The purpose of the trigger is to develop the folding as much as could. Using small trigger reduction is not desired because the initial peak force does not reduce enough and the folding may not develop properly and get irregular fold. Unlike using large area trigger reduction causes decreasing in energy absorption and decreasing in stiffness and hence the bending resistance will be lower. Simulations were done using the hexagonal perimeter with 300 mm and 2 mm thickness. To specify the best trigger reduction percent, three different reduction percent have been used in addition to non-triggered profile of 0, 5, 10, and 15 percent. Figures 13 and 14 show the force and energy absorption levels. Table 6 shows the values of energy absorption, peak force and CFE. Table 4 effect of rectangular triggers on the peak force and energy absorption for steel Table 5 effect of elliptical triggers on the peak force and energy absorption for steel
  • 6. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 02 Issue: 08 | Aug-2013, Available @ http://www.ijret.org 114 Table 6 energy absorption, peak force and CFE values of hexagonal with different reduction percent for steel Fig 13 force-displacement levels of different reduction percent Fig 14 energy-displacement levels of different reduction percent Fig 15 deformation profiles for different reduction per cent CONCLUSIONS Trigger which means to create weaknesses of tube to improve its performance in terms of energy absorption and crashworthiness. Different type of triggers gives different performance. To get the best qualification of the triggered tube, the trigger should be in a proper position with both specific geometry and reduction percent. Circular with different distribution, rectangular and elliptical geometries have been used in this study. The results show that the elliptical geometry reveal the best enhanced in energy absorption and CFE at the same time it offers lower in peak force and more regular folds. Six different positions of 20, 30, 40, 50, 60 and 70 mm also have been carried out. The results show that the position of 50mm was the best. Three reduction percent have been implemented of 5, 10 and 15 percent beside the 0 percent. The 5 percent shows the peak force still too high and the energy still at low level. The 15 percent shows deceasing in energy
  • 7. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 02 Issue: 08 | Aug-2013, Available @ http://www.ijret.org 115 absorption and decreasing in peak force which may cause lowering in stiffness and hence lowering in bending resistance. The 10 percent reduction shows the best reduction percent it reveals enhancing in energy absorption about 8 per cent and CFE about 13 percent and decreasing in peak force by 2.5 percent. REFERENCES [1] Paul Du Bois,Clifford C. Chou,Bahig B. Fileta,Tawfik B. Khalil,Albert I.,ing,Hikmat F. Mahmood,Harold J. Mertz,JacWismans (2000) .handbook Vehicle crashworthiness and occupant , pp.1. [2] Lu, G., and Yu, T., 2003, Energy Absorption of Structures and Materials, Woodhead, Cambridge. [3] Abramowicz, W., 2003, “Thin-Walled Structures as Impact Energy Absorbers,”Thin-Walled Struct., 41, pp. 91–107. 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  • 8. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 02 Issue: 08 | Aug-2013, Available @ http://www.ijret.org 116 types of through-holediscontinuities, Thin-Walled Structures 44 (2006) 441–454. [24] C. Graczykowski, G. Mikułowski& J. Holnicki-Szulc, Adaptive impact absorption – a benchmark and an exampleAbsorber, Institute of Fundamental Technological Research Polish Academy of Sciences (IPPT PAN), Warsaw,Poland [25] Anne-Marie Harte, Norman A. Fleck and Michael F. Ashby, 2000, Energy absorption of foam-filled circular tubes with braided composite walls, Eur. J. Mech. A/Solids 19 (2000) 31–50. [26] G.M. Nagel, D.P. Thambiratnam, 2005, Computer simulation and energy absorption of tapered thin- walled rectangular tubes, Thin-Walled Structures 43 (2005) 1225–1242. [27] Hesham Kamel Ibrahim, 2009, Design Optimization of Vehicle Structures for Crashworthiness Improvement., PhD thesis, Concordia University Montreal, Quebec, Canada BIOGRAPHIES Samer F. was born in Iraq He obtained his Bachelors in Mechanical Engineering and Masters in Engineering from IRAQ. He is currently pursuing his PhD at UNITEN in the field of applied mechanics. F. Tarlochan was born in Malaysia. He obtained his Bachelors in Mechanical Engineering and Masters in Biomedical Engineering from Purdue University, USA. His PhD was from Universiti Putra Malaysia. He is currently an Associate Professor at UNITEN and heads the Center for Innovation and Design. Email: faristarlochan@gmail.com