preparation and characterization of plla composite scaffolds by scco2-induced phase separation
TRANSCRIPT
Preparation and Characterization of PLLA CompositeScaffolds by ScCO2-Induced Phase Separation
Zhaohong Ding,1,2 Zhijun Liu,1 Wei Wei,1 Zhiyi Li11Institute of Fluid and Power Engineering, School of Chemical Engineering,Dalian University of Technology, Dalian 116024, China
2Department of Shipboard Weaponry, Dalian Naval Academy, Dalian 116008, China
Composite Scaffolds have received much attention inthe tissue engineering, and how to choose the materialshas become the research focus in this field. Supercriti-cal CO2 (ScCO2)-induced phase separation process wasemployed to prepare porous poly-L-lactide (PLLA) com-posite scaffolds. An experiment system was set up forthe purpose of investigating the effects of such parame-ters as the mass ratios of PLLA to polyethylene glycol(PEG) and PLLA to b-TCP on porosity and compressivestrength of composite scaffolds. The obtained compos-ite scaffolds were characterized in many ways. Scan-ning electron microscopy was used to examine themorphology and pore size; porosity was analyzed bypycnometer; and the compressive strength wasrecorded by texture analyzer. The results indicated thatthe porosity was increased with the addition of PEG,and the highest porosity of PLLA/PEG composite scaf-folds was 92% with the mass ratio of PLLA to PEG of1:0.05; the compressive strength was increased with theaddition of b-TCP, and the highest compressive strengthof PLLA/b-TCP composite scaffolds was 1.76 MPa withthe mass ratio of PLLA to b-TCP of 1:0.1. POLYM. COM-POS., 00:000–000, 2012. ª 2012 Society of Plastics Engineers
INTRODUCTION
The selection of scaffold materials has been the
research focus due to its great potential in tissue engineer-
ing systems. Many natural and synthetic polymers have
been proposed for scaffolding applications. Poly-L-lactide
(PLLA) is biodegradable aliphatic polyester, which is
derived from renewable resources and is considered to be
one of the most promising polymers as scaffold materials.
However, a single PLLA porous scaffold material has
some shortcomings such as less hydrophilicity, acidic
degradation products, and the poor compressive strength.
Combining PLLA with other polymers to form composite
scaffolds is one way to solve the problems [1–3]. Com-
posite scaffolds, which are made of two or more comple-
mentary materials can overcome the shortcomings of a
single material and can maintain the advantages of pure
materials. It has gained more and more interests in recent
years [4–6].
Many methods have been developed to prepare com-
posite scaffolds, including porogen leaching [7], thermally
induced phase separation [8], freeze-extraction, freeze-
gelation methods [9], and so on. Although these methods
have some advantages, they still have some limits that
cannot be overcome, such as organic solvent residue, low
porosity, and poor compressive strength.
Supercritical CO2 (ScCO2)-induced phase separation
process has been recently proposed to prepare porous
materials. Compared with other methods, it has some
unique advantages: ScCO2 can dry the porous structure
rapidly without causing collapse due to the absence of a
liquid–liquid interface; the process does not require addi-
tional post-treatments and the solvent dissolved in ScCO2
can be easily removed and recovered. Although some
researches have been conducted in porous structure for-
mation by ScCO2-induced phase separation process [10–
13], the materials used in these studies are single pure
materials, such as polystyrene, polycarbonate, nylon6, and
so on.
Polyethylene glycol (PEG) has been widely used as a
biomedical material [14, 15] for its good blood compati-
bility, hydrophilicity, water solubility, and non-immuno-
genicity. b-Calcium phosphate (b-TCP) can be absorbed
and replaced by new bone [16]. Preparations of PLLA/
PEG and PLLA/b-TCP scaffolds have been reported [17,
18], but neither used ScCO2-induced phase separation
process.
In our previous work, the micro-porous poly-vinylbuty-
ral membranes were successfully prepared by ScCO2-
induced phase separation process [19]. The main purpose
Correspondence to: Zhiyi Li; e-mail: [email protected]
Contract grant sponsor: National Nature Science Foundation of China;
contract grant number: NSFC 30870646.
DOI 10.1002/pc.22299
Published online in Wiley Online Library (wileyonlinelibrary.com).
VVC 2012 Society of Plastics Engineers
POLYMER COMPOSITES—-2012
of this work is to investigate the feasibility of preparing
PLLA/PEG and PLLA/b-TCP composite scaffolds by
ScCO2-induced phase separation process. The porous
structures of pure and composite PLLA scaffolds are pre-
pared under the same operation procedures. The effect of
PEG and b-TCP content on porous structures is investi-
gated, and the porosity and compressive strength of the
composite scaffolds are examined as well.
MATERIALS AND METHODS
Materials
PLLA (molecular weight 150,000) was obtained from
Shandong Dai Gang Biological Technology. b-TCP
(diameter 20 nm) was provided by Beijing Hua Ken En-
sign Technology. PEG (molecular weight 3,600–4,000)
and dichloromethane (purity>99.5%) were purchased from
Tianjin Bodi Chemical. CO2 (purity, 99%) was kindly
provided by School of Chemical Engineering, Dalian
University of Technology. All materials were used as
received.
Composite Scaffolds Preparation
The experimental setup is schematically shown in
Fig. 1. PLLA powders with different mass ratios of
PEG and b-TCP were dissolved in dichloromethane and
the solution was homogenized by a magnetic stirring.
After removing air bubbles, the solution was injected in
a solution container (stainless steel cap with 4.5 cm
diameter) installed in the high pressure cell (internal
volume 500 mL), which was placed in an isothermal
water bath. The high pressure cell was sealed and com-
pressed CO2 was introduced into the cell by an air com-
pressor until the desired pressure was reached. After
this, CO2 cylinder, valve 2, and compressor were closed
in turn. The system was held for 3 hr at the constant
pressure and temperature to get ScCO2 and dichlorome-
thane dissolved mutually and thoroughly. Then valves
2 and 3 were opened to sweep the cell with fresh com-
pressed CO2 at the same conditions to extract the resid-
ual organic solvent. At the end of the experiment, the
cell was slowly depressurized with the experimental
temperature unchanged. The depressurization time was
over 1 hr.
FIG. 1. Schematic presentation of the experimental setup used for the
preparation of composite scaffolds by ScCO2-induced phase separation
process.
FIG. 2. SEM morphology of PLLA/PEG scaffolds showing the porous structure at different mass
ratios: (a) 1:0; (b) 1:0.04; (c) 1:0.05; and (d) 1:0.065.
2 POLYMER COMPOSITES—-2012 DOI 10.1002/pc
Properties and Characterization
The porous scaffolds were freeze-fractured in liquid
nitrogen and sputter coated with gold, their cross-sections
were examined by scanning electron microscopy (SEM,
KYKY-2800B). The porosity of scaffolds was measured by
pycnometer method [20]. The compressive strength of scaf-
folds was determined by texture analyzer (TMS-PRO).
RESULTS AND DISCUSSION
To examine the feasibility to prepare PLLA composite
scaffolds by ScCO2-induced phase separation process, the
experiments were performed with two different additives,
PEG and b-TCP.
Composite Scaffolds of PLLA/PEG
A series of experiments were conducted under the con-
dition of PLLA concentration of 6% (wt/wt), CO2 pres-
sure of 10 MPa, temperature of 508C and different mass
ratios of PLLA to PEG ranging from 1:0 to 1:0.065. The
effect of mass ratio on the scaffolds structure of the
cross-section is shown in Fig. 2. It could be seen that the
mean pore size (76.4 lm, 79.6 lm, 82.2 lm, and 89.2
lm) increased gradually with the increase of PEG con-
tent. Figure 3 shows the diameter distributions of pores
on cross-sections obtained from different mass ratios,
which confirmed the qualitative observations obtained
from Fig. 2. A great difference between the pure porous
material and composite one is shown in Fig. 2a and Fig.
2b–d, respectively. The pure polymer (Fig. 2a) exhibited
more regular structure than that with the addition of PEG
(Fig. 2b–d). It was shown that the process induced by
ScCO2 phase separation was helpful in forming irregular
FIG. 3. Cross-section pore size distribution of the PLLA/PEG scaffolds
at different mass ratios: (a) 1:0; (b) 1:0.04; (c) 1:0.05; and (d) 1:0.065.
TABLE 1. Character of PLLA/PEG scaffolds.
mPLLA:mPEG
Mean
porosity (%) 6 SD
(n ¼ 3)
Mean compressive
strength (MPa) 6 SD
(n ¼ 3)
1:0 80 6 0.56 1.17 6 0.03
1:0.04 84 6 0.76 1.20 6 0.02
1:0.05 92 6 0.89 1.22 6 0.04
1:0.065 81 6 0.51 1.12 6 0.03
FIG. 4. SEM morphology of PLLA b-TCP scaffolds showing the porous structure at different mass
ratios: (a) 1:0.05; (b) 1:0.06; (c) 1:0.1; and (d) 1:0.2.
DOI 10.1002/pc POLYMER COMPOSITES—-2012 3
cellular structure with rough surface and micro-grooves,
which were more conducive to cell adhesion, orientation,
migration, expansion, and proliferation [21].
The effect of the PEG mass ratio on porosity and com-
pressive strength is shown in Table 1. With the increase
of PEG mass ratio, the porosity of composite scaffolds
increased from 80% without PEG to 84% with PEG mass
ratio of 1:0.04, and reached the highest of 92% with the
mass ratio of 1:0.05, and the compressive strength had no
obvious change. After the phase separation, fresh CO2
injected in the cell could not only take away CH2Cl2, but
also dissolve PEG, which had increased the pore connec-
tivity and porosity of the scaffold. Even if any residual
PEG remained in the scaffolds, it may not affect biomate-
rial applications due to its biocompatibility. With the
further increase of PEG mass ratio, cross-section of the
scaffold became more irregular (Fig. 2d) and blocked
the connectivity among holes to a certain extent, so that
the porosity of the scaffolds decreased.
Composite Scaffolds of PLLA/b-TCP
Composite scaffolds were prepared with the mass ratio
of PLLA to b-TCP from1:0.05 to 1:0.2 (the initial PLLA
concentration was constant of 6 wt%) at 508C and 10
MPa. Figure 4 shows the cross-sectional structure of com-
posite scaffolds of PLLA/b-TCP measured by SEM. It
could be seen that the b-TCP particles dispersed homoge-
neously in the scaffolds. The uniform b-TCP in the scaf-
folds can enhance the strength of scaffolds from three-
dimensional direction. The diameter distributions of pores
on cross-sections obtained under different mass ratios are
shown in Fig. 5. With the increase of the mass ratio from
1:0.05 to 1:0.1, the mean diameter increased from 84.5 to
107.4 lm. With the further increase of b-TCP mass ratio,
the mean diameter of the scaffold decreased to 80.2 lm
(Fig. 4d). On the other hand, with the increase of the mass
ratio of PLLA to b-TCP, the porosity changed a little
(Table 2). The reasons may be that the increase of b-TCP
had no effect on the formation of the PLLA continuous
phase.
At the same time, Table 2 showed that the compressive
strength of PLLA/b-TCP scaffold was changed with the
increase of the b-TCP mass ratios. The compressive strength
of pure PLLA scaffold was 1.17 MPa. When the mass ratio
of PLLA to b-TCP was 1:0.1, the pore size became very
uniform and the compressive strength increased to 1.76 MPa.
When the mass ratio of PLLA and b-TCP was 1:0.2, the
compressive strength decreased to 1.23 MPa. The reason for
this might be that the excess of b-TCP in the PLLA scaf-
folds resulted in more irregular pores, which caused a more
severe stress concentration [22].
CONCLUSIONS
PLLA composite scaffolds were successfully prepared
by ScCO2-induced phase separation process. In the pre-
pared composite scaffolds of PLLA/PEG and PLLA/b-
TCP, the PEG and b-TCP could disperse homogeneously
in PLLA continuous phase matrix. By changing the PEG
and b-TCP mass ratio, the porosity and compressive
strength of composite scaffolds could be adjusted. With
the increase of the PEG mass ratio, the porosity increased.
The highest porosity of PLLA/PEG composite scaffolds
was obtained at the mass ratio of PLLA to PEG of
1:0.05. With the increase of the b-TCP, the compressive
strength increased and the PLLA/b-TCP composite scaf-
folds had the highest compressive strength when the mass
ratio of PLLA to b-TCP was 1:0.1.
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