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Wednesday, 1 November 2017

Exercises That Relieve Back Pain From a Herniated Disc

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A herniated disc is a condition in which a disc between the vertebrae in the spine ruptures and compresses a spinal nerve. It is also commonly referred to as a slipped or ruptured disc.This can cause pain, numbness and tingling in the back or legs, depending on the location of the herniation. Herniated discs are initially treated with rest, muscle relaxers, nonsteroidal anti-inflammatory medications and physical therapy. Fortunately, most individuals are able to recover with these conservative measures alone.

Benefits of Exercise

Stretching and strengthening exercises are an integral component of recovery from a herniated disc. Stretching exercises help to relieve pain and prevent the muscles in your back from becoming stiff. Strengthening exercises are done to develop the muscles in your back, which in turn stabilizes the spine, pushes the disc back into place and prevents the disc from herniating in the future.
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Stretching Exercises

Before you begin exercising, warm-up for several minutes to loosen your muscles. Gentle, low impact aerobic exercises like walking or swimming are best to minimize pain and decrease the risk of re-injury. After you are properly warmed up, you can progress to stretching the back. Some of these stretches may include the standing back extension, prone back push-up, “superman,” kneeling back flexion, prone knee to chest, hamstring and supine piriformis stretch.

Strengthening Exercises

Strengthening exercises should be done after completing your stretches. These may include the prone knee twist, straight leg raise, standing lateral bend, arm circle, standing lumbar rotation and abdominal crunch.

Timeframe

More than 95 percent of patients recover within six weeks, according to the Mayfield Clinic and Spine Institute. If you are still experiencing numbness, tingling or pain after six weeks of conservative treatment, contact your doctor. You may need to have surgery to repair the disc.

Considerations

Consult your doctor before beginning any exercise routine. While these exercises may be done at home, they are best performed under the guidance of a physical therapist. A physical therapist will be able to design a specific exercise routine for your condition, as well as do massage, ultrasound, traction and electrical muscle stimulation to further facilitate recovery.

Warning

See your doctor immediately if you have bowel or bladder incontinence; bowel or bladder retention; numbness or tingling of the buttocks, inside of the thighs or between the legs; weakness of the legs; or difficulty walking. These are signs of a serious condition called cauda equina syndrome, which is a medical emergency requiring immediate surgery. Cauda equina can be caused by a herniated disc of the distal spine that compresses the cauda equina nerve root.

Prevention

Several simple measures can help prevent a herniated disc. One is to lose weight if you are overweight. The more weight you carry around your abdomen, the greater the pressure put on your back and discs, and the greater the risk for developing a herniated disc. Another key measure is to quit smoking, as this is a risk factor for degenerative disc disease. Also, learn proper posture and lifting techniques. Lifting from your back instead of your legs can put undue stress on the discs and back muscles. Likewise, incorrect posture can weaken the discs. Finally, do abdominal and back strengthening exercises regularly to help stabilize your spine.
For further information log on website :
https://www.livestrong.com/article/317568-exercises-that-relieve-back-pain-from-a-herniated-disc/

Cervical Herniated Disc Symptoms

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Fluid-filled discs separate the spine bones, or vertebrae. The discs of the neck are called cervical discs, which cushion the vertebrae and provide a space for nerves to exit the spinal cord. A herniated disc describes the rearward displacement of an intervertebral disc, which often compresses exiting nerves. Pressure on the nerves gives rise to symptoms. The nature of those symptoms typically points to the location of the cervical herniated disc.

Neck Pain and Headaches

Neck pain is a characteristic symptom of a cervical disc herniation, notes the Chicago Institute of Neurosurgery and Neuroresearch. Bending the head forward, may alleviate the pain. Turning the head away from the side of the pain may also provide relief. Tilting the head backward often aggravates the pain, which may be dull or sharp. Headaches located at the back of the head may accompany the neck pain of a cervical herniated disc.
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Shoulder Pain and Weakness

There are seven cervical vertebrae numbered C1 through C7, beginning from the top of the spine. A herniated disc between C4 and C5 often causes pain that extends, or radiates, toward the shoulder blade, reports the American Academy of Orthopaedic Surgeons. The pain arises from compression of the nerves exiting at the C4-C5 intervertebral space. Pain caused by cervical nerve compression is termed cervical radiculopathy. Weakness of the deltoid muscle, which covers the top of the shoulder, may occur in some people with C4-C5 disc herniation.

Biceps Pain and Weakness

Pain that radiates to the biceps muscle, located in the front of the upper arm, may indicate a herniated disc at C5-C6, a common location for disc herniations. The biceps on the affected side may be weak, which manifests as decreased strength when bending the elbow and lifting or pulling an object toward the body. Numbness or tingling may accompany these symptoms, characteristically extending down the thumb-side of the arm, notes Dr. Richard Staehler on the patient information website Spine-Health.com.

Triceps Pain and Numbness

A cervical disk herniation at C6-C7 can cause radiating pain to the triceps muscle, located at the back of the upper arm. The tricep is responsible for straightening the arm at the elbow. Numbness or tingling extending to the fingertips and the middle finger may accompany triceps pain, according to Dr. Staehler. C6-C7 is a common site for a cervical herniated disc, also known as a protruded, ruptured, slipped or prolapsed disc.

Leg Weakness, Numbness and Urinary Disturbance

A large cervical disc herniation may compress the spinal cord, a condition termed cervical myelopathy. Symptoms often include leg weakness and numbness, which may cause walking difficulties. Urinary urgency, frequency and incontinence may also occur, notes the NYU Hospital for Joint Diseases Spine Center.
For further information log on website :
https://www.livestrong.com/article/161753-cervical-herniated-disc-symptoms/

Symptoms of an L5-S1 Degenerative Disc

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The vertebral column is both durable and flexible, allowing a person to move freely in many different directions. The vertebrae are separated from each other by intervertebral discs that act as cushions. Degenerative disc disease, or DDD, results when a disc begins to fail either as a result of trauma or from the normal aging process. The disc between the fifth lumbar vertebra and the first sacral vertebra is called the L5-S1 disc. Because the curve of the spine changes at this location, significantly more stress is placed on this disc than on the others in the low back area. This disc is frequently diagnosed with DDD and is a common cause of low back problems.

Low Back Pain

Pain in the back is often the primary complaint of patients seeking care for an L5-S1 degenerative disc. The pain is usually centralized and located quite low in the back. A degenerative disc frequently causes a low-level chronic type of pain with acute flare-ups of moderate to severe pain when the disc is reaggravated. The pain is worse with sitting and is often relieved with walking. The disc itself is poorly innervated but adjoining structures, such as muscles, tendons and ligaments, have many nerve endings. Damage to the disc often causes these nerves to send signals of pain.
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Muscle Spasms

As pain increases, especially during an acute flare-up, the muscles of the low back begin to spasm to try to splint the area and provide added stability to the low back. The spasms are often the reason a person feels that his back has “gone out.” Some people get relief with gentle moist heat, as from a heating pad, and some require medication to quiet the spasms. The spasms are another symptom of a worsening disc: Treating the spasms alone will not fix the underlying problem.

Referred Pain

If the L5-S1 disc is reduced enough to pinch the nerves that exit the spinal cord, pain can be referred to the buttocks, hips or thighs. Treating the areas of referred pain will not reduce the symptoms; the disc causing the problem must be managed in order to get relief. Long-standing pressure to the nerve roots may result in numbness, tingling and other sensation changes to these regions. The Merck Manual notes that greater than 80 percent of disc ruptures affect L5 or S1 nerve roots. Appropriate treatment for DDD should be sought in the early stages.

Foot Drop

Nerves that have been compressed for a lengthy period by disc degeneration eventually stop sending signals from the brain to the muscles. If the muscles that flex the foot upward become significantly weakened or if there is a complete inability to perform this movement, it should be considered a red flag that an immediate examination by a physician is needed. Reducing the pressure on the nerves from the failing disc is crucial to regaining function.
For further information log on website :
https://www.livestrong.com/article/245034-symptoms-of-an-l5-s1-degenerative-disc/

In situ polymerized wood polymer composite: effect of additives and nanoclay on the thermal, mechanical properties

Mat. Res. vol.16 no.4 São Carlos July/Aug. 2013  Epub May 14, 2013

http://dx.doi.org/10.1590/S1516-14392013005000071 


Author
Rashmi R Devi; Tarun K Maji*
Department of Chemical Sciences, Tezpur University, Napaam-784028, Assam, India

ABSTRACT
This study concerns the preparation and characterization of wood polymer nanocomposites based on impregnation of styrene acrylonitrile co-polymer-nanoclay intercalating system in presence of glycidyl methacrylate (GMA), a cross linking agent, and vinyl trichloro silane (VTCS) as additives into Simul (Bombex ceiba, L.), a soft wood. The effect of nanoclay and VTCS on the properties of the resultant wood polymer nanocomposites (WPNC) has been evaluated. FTIR spectroscopy shows the interaction among wood, polymers, GMA, nanoclay and VTCS. The penetration of polymer and nanoclay into the wood cell wall is supported by SEM study. The distribution of nanoclay in the SAN polymer matrix present within the wood cell wall has been evidenced by TEM study. TGA results show an improvement in the thermostability of the resultant composites. The inclusion of VTCS enhances the self extinguishing behaviour of the WPNC as revealed by limiting oxygen index (LOI) test. Due to treatment, the resultant WPNC exhibits an improvement in all the properties like water repellancy, dimensional stability, hardness, flexural, tensile and thermal stability compared to untreated wood.
Keywords: co-polymers, flame retardance, mechanical properties, organoclay, thermogravimetric analysis, transmission electron microscopy



1. Introduction
Simul (Bombex ceiba, L.), a soft wood, is not useful for constructional purposes due to its poor dimensional stability and mechanical properties. However, these properties can be enhanced through formation of composites. Wood-polymer composites (WPC), prepared by the impregnation of vinyl monomers followed by in situ polymerization by either γ-radiation or catalyst heat treatment, generally exhibit enhanced strength, improved thermal properties and dimensional stability, and resistance to biodeterioration1-4. Impregnation of woods with vinyl or acrylic monomers shows less dimensional stability in the presence of moisture5. Incorporation of cross linking material in wood sample provides better dimensional stability to the wood polymer composite6,7.
Applications of nanotechnology to wood have been performed in recent years, for the conservation and restoration of the world's cultural heritage. Impregnation of melamine urea formaldehyde (MUF) and phenol formaldehyde (PF) prepolymer containing hydrophobic nanofillers into wood has improved significantly surface hardness, modulus of elasticity and water repellency8,9.
It is well documented that the loading of clay into polymer enhances mechanical, barrier and flame retardant properties. Most authors conclude that the clay has to be used in combination with other additives in order to meet fire resistance requirements10.
Increased efforts to expand the use of wood products in institutional and commercial structures may require wood to be treated with fire retardants. Flame retardancy is generally imparted to woods by impregnating phosphate, silica, boron type compounds into wood11. The composites impregnated with bis (2-chloroethyl) vinyl phosphonate have shown maximum improvement in thermal stability. It has been reported that the improvement in fire retardancy of wood has been obtained on treatment with thio-urea-formaldehyde resin and orthophosphoric acid12.
Although the use of halogenated compounds as flame retardant agents are gradually diminishing due to environmental problems yet these are still in use owing to various advantages like low cost, miscibility and low reduction in physical/mechanical properties of the flame retardant system. The advantage of using reactive flame retardant monomer compared to other flame retardant additives is that they can be used at relatively lower concentration. Since they are incorporated in the polymer structure, they can improve the compatibility with the polymer as well as reduce the migration of flame retardant agent to the surface.
The addition of a relatively low amount of silicon-based compounds (silicones, silicas, organosilanes, silsequioxanes and silicates) to polymers has been reported to substantially improve their flame retardancy13. Silane monomers are generally preferred over polysiloxane compounds for impregnation of wood. It can easily penetrate into the cell wall of wood, polymerize in situ and thus reduces the leaching during outdoor use. Wood treated with monomeric alkoxysilane shows improved cell wall bulking, dimensional stability, moisture uptake and durability compared to wood treated with oligomeric alkoxysilane14. Organically modified montmorillonite (OMT) and silica modified with 3-amino propyl trimethoxysilane enhance the flame retardant property when incorporated in ABS nanocomposites due to the synergistic effect between OMT and modified silica15.
The present paper is a continuation of the work originated by Devi and Maji16. The impregnation of vinyl trichlorosilane as an additive along with nanoclay and SAN polymer into wood and its effect on various properties like mechanical, flame retardancy, thermal stability, water absorption, dimensional stability (ASE), hardness have been investigated.

2. Experimental
2.1. Material
Simul wood (Bombex ceiba L.) was collected from local area Tezpur, India. Styrene obtained from E. Merck (Mumbai, India), was purified by following standard procedure. Acrylonitrile, Glycidyl methacrylate (GMA) and 2, 2/-azo bis isobutyronitrile (AIBN) obtained from Merck (Germany) were used as received. Organically modified nanoclay (Nanomer, surface modified by 15-35 wt% octadecylamine and 0.5-5 wt% amino propyl triethoxy silane) and vinyl trichloro silane were purchased from Sigma-Aldrich (USA) and Alfa Aesar, India respectively. All other chemicals used were of analytical grade.
2.2. Sample preparation
The simul wood samples used for the study were prepared from defect free wood, cut into blocks of 2.5 cm × 1 cm × 2.5 cm for dimensional stability, water uptake and hardness tests.
For tensile strength measurement, the samples were prepared according to ASTM D 638. The samples were cut into 10 cm × 0.5 cm × 2 cm using standard method.
For bending strength measurement, the blocks were cut into dimension of 1 cm × 1 cm ×10 cm (radial × tangential × longitudinal) according to ASTM D 790 method.
2.3. Preparation of Styrene acrylonitrile co-polymer
The styrene acrylonitrile co-polymer was prepared by taking monomer of styrene and acrylonitrile in the molar ratio of 2:3, as suggested by Liu et al.17. The polymerization was done by bulk polymerization technique in presence of 0.05 phr of AIBN in an oil bath at 70-80 ºC for approximately 30 minutes. After the polymerization was over, the reaction was immediately stopped. The mixture, referred to as SAN prepolymer, was poured into a closed flask and cool down at ambient temperature. The flow out time (at 30 ºC) for different prepared batches was almost similar as judged by Ubbelohde Viscometer.
2.4. Preparation of Wood/SAN/MMT/VTCS nanocomposites
In the preparation of wood polymer nanocomposites based on impregnation of polymer /nanoclay all the preliminary steps were followed as reported earlier2. Here the dispersion of SAN prepolymer-organically modified nanoclay with GMA, VTCS and initiator, or dispersion of SAN prepolymer, with GMA and initiator, or that of SAN prepolymer and initiator was added from a dropping funnel to completely immerse the wood samples. The samples were then kept in the chamber at room temperature for another 4 hours after attaining atmospheric pressure. This is the minimum time to get maximum polymer loading. After impregnation, samples were taken out of the chamber and excess chemicals were wiped from wood surfaces, the samples were then wrapped in aluminium foil and cured at 90 ºC for 24 hours in an oven. This was followed by drying at 105 ºC for another 24 hours. The cured samples were then soxhlet extracted using chloroform to remove homo polymers, if any, formed during polymerization. Finally the samples were dried and the dimensions were measured by using slide caliper and weights were taken. The compositions are summarized in the Table 1.
2.5. Weight percent gain
Weight percent gain (WPG) after polymer loading was calculated according to formula as reported in our previous study2.
2.6. Volume increase (%) after impregnation
Percentage volume increase after curing of wood samples after polymer loading was calculated according to formula as reported in our previous study2.
2.7. Hardness
The hardness of the samples was measured according to ASTM D2240 method using a durometer (model RR12) and expressed as shore D hardness.
2.8. FTIR study
The treated and untreated samples were grounded and FTIR spectra were recorded by using a KBr pellet in a Nicolet (model Impact 410) FTIR spectrometer.
2.9. X-ray diffraction (XRD) study
In order to assess the morphological properties of WPC, XRD analysis was applied. A Rigaku X-ray diffractometer (Miniflex,UK) was used where Cukα radiation (λ=0.154 nm) was employed at a scanning rate of 1º/min from 2º to 30º of 2θ.
2.10. Morphological study
2.10.1. Scanning electron microscopy (SEM) study
The interfacial bonding between the cell wall polymer, nanoclay and cross linker was examined using a scanning electron microscope (JEOL JSM-6390 LV) at an accelerated voltage of 5-15 KV. Fractured surface of some of the selected wood samples coated with platinum were used for the study.
2.10.2. Transmission electron microscopy (TEM) study
For the preparation of (ultra) thin as well polished section, the samples were embedded with epoxy resin according to the method of Spurr18. Ultra-thin sections (approx. 100 nm thick) of the transverse film surfaces were sectioned using an ultramicrotome fitted with a diamond knife. The sections were stained with 1% (w/v) uranyl acetate for sufficient contrast. After staining, the sections were mounted on grids and examined with a JEOL JEM-2100 transmission electron microscope at an accelerating voltage of 80 kV.
2.11. Mechanical properties
The flexural strength of the samples was measured by UTM- HOUNSEFIELD (model H100-S), England with a cross head speed of 2 mm/min and by calculating the modulus of elasticity (MOE) and modulus of rupture (MOR) according to ASTM D790 method.
MOR was calculated as follows:
MOR =3WL/2bd2
where W is the ultimate failure load, L is the span between centres of support, b is the mean width (tangential direction) of the sample and d is the mean thickness (radial direction) of the sample.
The tensile strength was performed by using UTM- HOUNSEFIELD (model H100-S), England with a 5-KN load cell and crosshead speed of 10 mm/min according to ASTM D638.
2.12. Thermogravimetric analysis
Thermal properties of the untreated and treated wood samples were measured by using a thermogravimetric analyzer (model TA 50, Shimadzu) at a heating rate of 10 ºC/min up to 600 ºC under N<2 atmosphere.
2.13. Limiting oxygen index test
Limiting oxygen index (LOI) is defined as the minimum concentration of oxygen, expressed as percent volume, in a flowing mixture of oxygen and nitrogen that will support flaming combustion of a material initially at room temperature. It was performed according to ASTM D2863-77 and calculated as per formula given in our previous communication19.
2.14. Water uptake test
To determine the water uptake, the Water Absorption Test of the raw wood and WPC specimens was carried out according to ASTM D 570-99, 200220.
2.15. Water vapor exclusion test
Water vapor exclusion test was done by following the method as reported in the literature21.
2.16. Dimensional stability test
2.16.1. Swelling in water vapor
Samples were first dried at 105 ºC and dimensions were measured. Samples were then conditioned at 30 ºC and 65% RH. Finally, the samples were placed in a chamber were RH and temperature were maintained at 65% and 30 ºC, respectively. The dimensions were remeasured after (0.5-168 hours).
2.16.2. Swelling in water
Dimensions of the oven- dried samples were measured and conditioned at room temperature (30 ºC) and 30% relative humidity. Final placement of the samples was done in distilled water and then dimensions were remeasured after different time intervals. Swelling was considered as a change in volume and calculated according to the procedure22.
2.16.3. Anti-swelling efficiency
The anti-swell efficiency (ASE) index was determined to evaluate dimensional stability of treated wood specimens and calculated according to the procedure described in the literature21.
2.17. Statistical analysis
All the data for mechanical tests are expressed as means ±SD. Results were statistically analysed using one way ANOVA (R software) followed by Tukey HSD test. Mean comparison of the results before and after UV exposure were analysed by t-test.

3. Results and Discussion
The conditions of impregnation to get the highest level of polymer loading were optimized by varying vacuum, monomer concentration, initiator concentration, and time of impregnation respectively. The conditions for highest polymer loading, which showed maximum improvement in properties, were as per the following.
Vacuum = 508 mm of Hg, SAN: THF = 5:1, GMA =5 mL, nanoclay = 1.0% (w/v), AIBN= 0.75% (w/w) and VTCS = 0.5-2.0% (v/v).
3.1. Effect of variation of VTCS concentration on polymer loading (WPG, %) and other properties
Effect of variation of VTCS concentration on WPG (%) and other properties are shown in Table 2. Polymer loading (WPG %) and volume increase (%) were found to enhance with the increase in VTCS concentration. Hardness showed a increasing trend throughout the concentration of VTCS studied. The improvement was maximum at (100:20:5:1:2) ratio of SAN: THF: GMA: nanoclay: VTCS. As expected, the addition of GMA to the SAN polymer increased the hardness23.The hardness was found to increase further when VTCS was incorporated. Improvement in hardness was due to the presence of silane group in VTCS. The treatment of radiata pine (soft wood) and black butt (hardwood) with MMA and silane improved the hardness24. The increase in volume might be due to bulking of the cell wall caused by the incorporation of chemicals. Bulking reduced the cell wall's ability to shrink and swell and thus improved dimensional stability of the wood samples21.The deposition was further improved by the cross linker GMA and VTCS which interacted with both the polymer and wood through their double bonds and polar groups.
3.2. FTIR study
Figure 1 shows the FTIR spectra of (a) untreated, (b) VTCS, (c) S/G5 (d) S/G5/N1, (e) S/G5/V2, and (f) S/G5/N1/V2 treated wood samples. The presence of absorption bands of untreated wood (curve-a) at 3435, 1740, 1257 cm-1 were for -OH stretching, C=O stretching of acetylated xylem and C-O stretching of acetyl groups respectively25. The absorption bands occurred at 2967, 1602, 1406, 760, 528,431 cm-1 were the characteristic peaks of -CH<2 stretching vibration, -C=C stretching vibration, CH<2 deformation, Si-C stretching, SiCl<3 antisymmetric and SiCl<3 symmetric stretching respectively26. S/G5 treated samples (curve-c) showed the absorption band at 3026 cm-1(-CH<2 stretching), 2240 cm-1(C≡N stretching). In the spectrum of S/G5/N1 (curve-d) treated sample, the characteristic peaks for nanoclay appeared at 3465 cm-1(-OH stretching), 2925 cm-1(C-H stretching), 1620 cm-1(OH bending) and 1030-460 cm-1(oxide bands of metals). S/G5/V2 (curve-e) treated sample showed all the characteristic peaks of VTCS and SAN. The appearance of characteristic peaks for nanoclay, SAN, VTCS in the spectrum of S/G5/N1/V2 treated samples (curve-f) indicated the impregnation of SAN, nanoclay and VTCS into wood27. It was noteworthy that, the characteristic bands of unsaturated double bond from GMA and VTCS occurred at 1638 and 1602 cm-1. With the inclusion of VTCS, the shifting of the peak of unsaturated double bond of GMA from 1638 cm-1 to 1615 cm-1 was observed (not shown in the figure) which suggested the interaction of GMA with VTCS22.



3.3. X-Ray diffraction study
Figure 2 represents the X-Ray diffractograms of (a) untreated wood, (b) nanoclay and wood samples treated with (c) S/G5/N1, (d) S/G5/N1/V1 and (e) S/G5/N1/V2. The interlayer distance for nanoclay at 2θ=4.1º was calculated and found to be 2.15 nm. Similarly wood sample showed a peak at 2θ =23.05º which was due to crystal plane (002) of cellulose. Wood samples treated with S/G5/N1 exhibited only the characteristic peak of cellulose. The peak for nanoclay was found to disappear. Therefore it could be said that either the interlayer distance had expanded fully or nanoclay layers became delaminated28. The addition of vinyl trichlorosilane (VTCS) to GMA/nanoclay did not alter the position of diffraction peak in wood samples. This suggested that VTCS did not affect the dispersion of nanoclay in the polymer and it had entered into the amorphous region of wood cellulose with the nanoclay.



3.4. Morphological study
3.4.1. Scanning electron microscopy study
Figure 3 shows the SEM micrographs of untreated (Figure 3a) and treated wood samples (Figure 3b-d). For untreated wood, the empty cell wall, the pit and parenchyma were seen (black arrows pointing towards cell wall and pit). In treated wood, these empty spaces were occupied by the SAN/GMA or nanoclay/GMA/SAN materials.
The adhesion between fibrous cellulose material and polymer strands enhanced due to incorporation of small amount of VTCS (black arrows pointing towards the adhesion) (Figure 3d). The increase of adhesion between fibrous cellulose material and polymer were reported by Shane et al.24. The impregnated materials were either located in the cell walls or filled in the cell lumen. The traces of nanoclay can be detected (black arrows pointed) with scanning electron microscope as shown in Figure 3 cd. This result also suggests that the polymer formed a strong interface with wood cell walls, accounting for the pragmatic increase in mechanical strength.
3.4.2. Transmssion electron microscopy study
Figure 4 represents the TEM micrographs of wood (a) untreated, and treated with (b) S/G5/N2, and (c) S/G5/N2/V2 respectively. In the case of untreated wood, the radial fracture patterns-perpendicular to the compound middle lamella was regularly arranged (Figure 4a). Moreover, no consistent orientation of the cell wall components could be distinguished. Lamellar as well as disordered and, in few cases, moderate striations perpendicular to the compound middle lamella was observed and reported29.
The dark slices for the clay silicate layers were observed in the S/G5/N1 and S/G5/N1/V2 treated wood samples (Figure 4bc). It was evident that clays were homogeneously dispersed in the SAN polymer matrix present in the cell wall of wood. The homogeneous distribution of clay silicate layers in MUF/clay impregnated aspen wood composites was also reported by Cai et al.8.
3.5. Mechanical properties
Mechanical properties of WPC were evaluated by means of tensile test and flexural test (Table 3). A perceptible increase in tensile strength and flexural properties were observed in the WPC prepared by the inclusion of nanoclay and VTCS. It was observed that wood treated with SAN and GMA caused an improvement in tensile strength and flexural properties. Both the tensile strength and flexural strength increased drastically when clay was added. This could be attributed to the combined effect of increasing interaction between wood and SAN by GMA and stiffening of composites due to reduction in mobility of the intercalated polymer chains. The tensile as well as flexural properties were found to improve on addition of vinyl trichloro silane and nanoclay with SAN/GMA. The improvement in properties might be due to the formation of cross links between wood and SAN by both GMA and VTCS. Silane coupling agent improved the mechanical properties of bamboo fibre filled natural rubber composites30.
3.6. Thermogravimetric analysis
Table 4 showed the initial decomposition temperature (T<i), maximum pyrolysis temperature (T<m) and residual weight (%) (RW) for untreated and polymer treated wood samples with or without nanoclay and vinyl trichloro silane. In all the cases, there was no significant difference in T<i values except in clay and VTCS treated wood polymer composite (WPC). The T<m values of clay and VTCS treated samples were more compared to those of other treated samples. RW (%) values of wood polymer composites treated with VTCS/clay were found less compared to that of untreated wood.
Table 4 shows the temperature of decomposition (T<D) values at different weight losses for different samples. T<D values of polymer treated wood samples were observed higher than those of virgin wood samples. T<Dvalues increased due to incorporation of GMA.
T<values increased further on inclusion of nanoclay. The higher T<D values might be due to the formation of cross linked structure by GMA. The cross linking reduced the rate of degradation of degradable components like CO, CO<2 etc. formed during decomposition. Similar findings were reported by Devi and Maji31. The presence of silicate layer acted as a barrier and hindered the diffusion of volatile decomposition products32. The degree of cross linking increased further due to the addition of VTCS and hence decreased the rate of elimination of volatile decomposed products.Limiting Oxygen Index (LOI) study
The LOI values are summarized in the Table 3. The LOI test assumed that inherently less flammable materials required greater oxygen concentrations to produce the heat necessary for the continued production of flammable volatiles and flame propagation. Wood treated with SAN/GMA/nanoclay -VTCS system exhibited maximum flame retardancy as evident from higher LOI value. The higher the VTCS, the higher was the LOI value. Laoutid et al. reported that LOI value of vinyl bromide based copolymer increased with the increase in vinyl bromide content in the copolymer33. The flame retardancy effect appeared to originate from the clay's ability to contribute to char formation. This char layer formed an insulative layer to slow down heat transfer and retarded movement of gases to feed the flame34. The reduction in flammability in polymer layered silicate nano materials was due to the pyrolysis of the polymer and a collapse of the nanocomposite structure to form a silicate-carbon barrier that provided thermal protection to the underlying virgin polymer and as a result slowed the rate of volatilization of fuel13. The enhancement in properties might be due to the synergistic effect between clay and VTCS during combustion of wood. Giudice et al. reported that wood impregnated with silicate improved the fire resistance properties35. Boonkrai et al. reported that organically modified clay and silica modified with 3-amino propyl trimethoxy silane improved the flame retardancy properties of ABS nanocomposites15.
3.7. Water uptake study
The results of water uptake for treated and untreated samples are shown in Figure 5. In both treated and untreated samples, water absorption increased with the increase in time of immersion.



Untreated samples absorbed more water than the treated samples. Wood samples treated with SAN copolymer decreased the water uptake throughout the studied time period due to the filling up the void volumes present in wood by the same. GMA treated wood showed lower water absorption because of the cross links formed by the interaction of double bond and glycidyl group of GMA with SAN copolymer and hydroxyl group of wood respectively2,23. The addition of nanoclay or silane further decreased the water uptake capacity. Nanoclay treated samples showed lower water absorption compared to silane treated samples. The silicate layers of the clay generated the tortuous pathway and increased the barrier property for diffusion of water within the composites8. Wood samples treated with the combination of nanoclay and silane showed least water absorption. Nanoclay provided the tortuous path whereas silane agent enhanced the crosslinking and thus reduced the available free volume for absorption of water. The more the silane, the lower was the free volume available for absorption of water. Hence nanoclay and silane treatment decreased the water uptake capacity of SAN treated wood samples.
3.8. Water vapor exclusion test
In a series of water vapor exclusion study at 65% RH and at 30 ºC for various time periods, treated samples absorbed less water vapor than untreated samples. The trend and explanation for water vapor uptake of different samples were similar to those of samples taken for water uptake study as shown in Figure 5.
3.9. Dimensional stability test
3.9.1. Swelling in water vapour and liquid water
The results showing the effect of swelling in water vapour for untreated and treated wood samples at 65% RH and room temperature (30 ºC) for different time periods were shown in Figure 6.



Similarly, Figure 7 shows the effect of swelling in liquid water at room temperature for treated and untreated wood samples. As expected, wood treated with GMA and silane showed least swelling. The explanation was similar to that of discussed earlier.



3.9.2. Anti swelling efficiency
The results of anti swelling efficiency of wood samples are shown in Table 5. Anti swelling efficiency was found to increase with the increase of time. The anti swelling efficiency was more in the case of WPNC. Improvement in dimensional stability of wood composites over virgin wood sample might be due to the deposition of polymer and nanoclay into the void spaces of wood, which prevented the cell walls from shrinking in response to moisture loss. Nanoclay further increased the tortuous path for diffusion of water. Besides this, the polymer was less hygroscopic than wood, less water would be absorbed during humid conditions19.
The dimensional stability was further improved by addition of VTCS. VTCS could form crosslinks and thus reduced the shrinkage and swelling caused by the water and as a result dimensional stability would be improved. Treatment of Scots pine with a mixture of two alkoxysilanes increased the ASE was reported in the literature36. GMA treatment remarkably improved the anti-swell efficiency of styrene impregnated rubber wood2.

4. Conclusions
The ultimate goal of impregnation of styrene acrylonitrile co-polymer and nanoclay into soft wood was to improve the properties of soft wood. Wood polymer nanocomposites were prepared by the treatment of styrene acrylonitrile copolymer/nanoclay-GMA intercalating mixture in presence of VTCS. FTIR study showed the incorporation of VTCS and nanoclay in the wood/SAN composite. XRD analysis indicated that VTCS did not affect the dispersion of nanoclay into the polymer. Water uptake, dimensional stability and mechanical properties were improved due to incorporation of VTCS with nanoclay. SEM study revealed the presence of nanoparticles into wood cell wall and wood lumen and improvement in adhesion between wood and polymer by incorporation of VTCS. The uniform distribution of silicate layers of nanoclay in the WPC was studied by TEM. TGA and LOI study showed that thermal stability and flame retardant properties of wood polymer nanocomposites were improved due to incorporation of small amounts of VTCS with nanoclay.
From this work, it has been shown that styrene acrylonitrile co-polymer, nanoclay, GMA and VTCS are promising materials for the improvement of the soft wood performance and so, further studies to this direction are worthwhile.

Acknowledgements
One of the authors Rashmi R. Devi would like to express gratitude and thanks to Council for Scientific and Industrial Research, India for financial support in the form of Senior Research Fellowship (Grant in aid for CSIR No.09/796/(0037)/2012/EMR-1).

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Received: April 2, 2012
Revised: January 29, 2013



* E-mail: tkm@tezu.ernet.in
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