Manjuab,
Prasun Kumar Roy*a and
Arunachalam Ramanan*b
aCentre for Fire, Explosive and Environment Safety, DRDO, Delhi-54, India. E-mail: pk_roy2000@yahoo.com; Fax: +91 1123819547; Tel: +91 1123907191
bDepartment of Chemistry, Indian Institute of Technology Delhi, New Delhi-16, India. E-mail: aramanan@chemistry.iitd.ac.in; aramanan57@gmail.com; Fax: +91 1126581102; Tel: +91 1126591507
First published on 13th October 2014
In this paper, we have demonstrated the potential of the well-known microporous MOF 5 towards toughening of a cycloaliphatic epoxy resin by preparing Epoxy–MOF 5 composites (0.1–0.7% w/w). Introduction of MOF 5 led to significant stiffening and improvement in dynamic properties as indicated by a 68% increase in impact strength and a 230% increase in fracture energy at an optimal loading of 0.3% w/w. A comparison of the mechanical response under different strain rates established the strain rate sensitivity of the composites, which is of relevance under blast loading conditions. We also performed fractographic analysis of the ruptured surface to understand the underlying mechanism behind the improvement in toughness.
In this context, metal–organic frameworks (MOFs) offer an interesting class of hybrid materials and could be readily obtained through a self assembly process between organic ligands and suitable metal cations.17–19 High surface areas, large porosities and flexibility to incorporate functionality makes MOFs particularly attractive for a wide range of applications in preference to zeolites and activated carbonaceous substrates. Recently, MOFs are being investigated for its ability to absorb mechanical energy;20–22 the dimensionality of the metal–organic interaction is susceptible to undergo elastic transformations under specified directions which in turn can affect their physical properties. For example, MIL 47 (vanadium oxide terephthalate) underwent perfectly elastic deformation with loadings upto 340 MPa.23 In another study, HKUST 1 (copper–benzene 1,3,5-tricarboxylic acid) was found to exhibit anisotropy in structural collapse. MOF 5 has been reported to mechanically respond as elastic materials, with a theoretical maximum Young's modulus of the order of 19.7 GPa, and anisotropy of 2.1.24 A few MOF based composites with thermoplastics have been reported to exhibit significant improvement in mechanical properties; HKUST–poly(lactide) composite showed an increase in fracture toughness (399%), however the tensile strength was adversely affected.25–28
Incorporation of mechanically responsive microporous MOFs within a thermosetting resin can improve mechanical properties of the base polymer. A major impediment in preparing epoxy based composites concerns the dispersion of the filler and in most cases, the filler surface needs to be treated for achieving proper dispersion and load transfer.29 We believe that MOFs being a hybrid material can take advantage of its organic groups and disperse uniformly in the epoxy matrix. In addition, the high surface area of MOF is expected to result in constructive interfacial interactions between the polymer and the filler surface.30 This paper is an attempt to illustrate the potential of MOF 5 towards toughening of epoxy, and quantify its energy absorption characteristics under varied mechanical loadings.
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epoxide stoichiometry of 1
:
1 and the same was ultrasonicated for another 15 minutes to remove entrapped air bubbles. The suspension was degassed under vacuum and transferred to silicone molds, where the curing reaction was allowed to proceed at 30 °C for 24 h. Neat epoxy specimens were also prepared under similar conditions. Details of the amount of MOF 5 and hardener used for the preparation of composites, along with the sample designation are comprehensively listed in the ESI (Table S1†). The samples have been designated as EP followed by the concentration of MOF 5 (×10) used for its preparation, i.e. EP5MOF refers to a composition containing 0.5% MOF 5.
Quasi-static mechanical properties were determined as per ASTM method D638 using a Universal Testing System (International equipments) at ambient temperature. The samples were subjected to a cross head speed of 50 mm min−1. The notched Izod impact strength of the specimens was determined using an impact strength testing machine (International Equipments, India). Notched flexural testing of the samples was performed under three point single edge notch bending mode. For this purpose, specimens (127 mm length × 12.5 mm width × 3.5 mm thickness and 3 mm notch) were prepared and the samples were subjected to a deformation rate of 2 mm min−1 while maintaining a span length of 60 mm. The mode I critical stress intensity factor (KIC) of the samples was determined as per the following equation:33
![]() | (1) |
, is calculated as per the formula below, where a is the notch length and w is the sample width.
![]() | (2) |
KIC was used to estimate the fracture energy (GIC), as per the following equation
![]() | (3) |
High strain rate (∼950–2500 s−1) mechanical testing of the samples under compression mode was performed in a Split Hopkinson Pressure Bar (SHPB) (19.05 mm diameter, aluminum bars; striker bar length = 3.05 m). For this purpose, polymer disks (5 mm × 1 mm) with uniform surface were prepared in silicone molds before being subjected to loadings at high strain rates. Annealed copper discs were used as pulse shapers to improve the dynamic equilibrium and also dampen the high frequency components in the stress pulses thus reducing dispersive effects. The results were compared with quasi-static compression testing (10 mm min−1, strain rate = 0.02 s−1), performed on samples with same dimensions, as employed during Split Hopkinson tests.
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| Fig. 1 PXRD of MOF 5. Inset shows the secondary building unit and crystal structure of the framework (Zn: blue; C: grey; H: white and O: red). | ||
The nitrogen adsorption–desorption isotherm at 77 K is presented in Fig. 2. Open and filled symbols represent adsorption and desorption data respectively. The BET surface area was found to be 620 m2 g−1. SEM image of MOF 5 crystallites is also presented in the inset, which reveals the cube-like morphology of the obtained MOF 5 crystals.
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| Fig. 2 N2 adsorption and desorption isotherms for MOF 5. Inset shows the SEM image of MOF 5 crystallites. Adsorption: open symbols, desorption: filled symbols. | ||
TG-DTG trace of MOF 5 is presented in Fig. 3. The initial mass loss of <5% at ∼300 °C can be attributed to the removal of DMF from the framework, which was followed by its pyrolytic decomposition at 410 °C leaving behind a char content of 42% at 600 °C.
The effect of MOF 5 on the physico-chemical properties of cycloaliphatic epoxy resin was studied under quasi-static and dynamic strain rate regimes.
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| Fig. 4 (i) Curing profile of epoxy based compositions and (ii) DSC traces of cured samples (a) neat epoxy, (b) EP1MOF, (c) EP3MOF and (d) EP7MOF. | ||
| Sample | Tonset (°C) | Tpeak (°C) | ΔHcure (J g−1) | Tg (°C) |
|---|---|---|---|---|
| Epoxy | 56.1 | 79.2 | 323.5 | 64.4 |
| EP1MOF | 57.2 | 88.8 | 313.5 | 69.9 |
| EP3MOF | 58.6 | 89.4 | 338.3 | 79.9 |
| EP5MOF | 62.9 | 90.4 | 310.2 | 84.3 |
| EP7MOF | 64.4 | 92.0 | 307.2 | 87.3 |
The TG-DTG traces of epoxy and epoxy–MOF 5 composites are shown in Fig. 5. It can be seen that MOF 5 loadings in the concentration range under investigation did not affect the degradation profile of epoxy and all the compositions could be used till 250 °C. Double step decomposition was observed in all the samples where the pyrolytic decomposition of the main chain occurred at ∼350 °C, reportedly leading to the formation of acetone, carbon dioxide, hydrogen cyanide and aliphatic hydrocarbons.37
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| Fig. 5 TG-DTG traces of epoxy composites containing MOF 5. Solid lines indicative of TG and dashed lines represent DTG. | ||
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| Fig. 6 Variation of (a) tensile and (b) compressive yield strength with increasing concentration of MOF 5. | ||
In an earlier observation, introduction of mesoporous silica (SBA-15) resulted in overall toughening of epoxy,38 which was attributed to intra-particle diffusion of epoxy within the mesopores of SBA-15 (pore dia ∼5 nm). In MOF 5, the pore size is five times lower (∼0.9 nm)32,39 and does not permit epoxy infiltration into the pores. It is speculated that the MOF 5 particles exist as elastic moieties which can elongate or compress depending on the type of load being applied. Moreover, the interactions between MOF 5 and the epoxy matrix are much stronger because of the organic–inorganic hybrid nature of MOFs, which greatly influences the interfacial region. High specific surface area of MOF 5 leads to the creation of a large interfacial region in the composite, as the fraction of atoms localized at the surface is an order of magnitude than conventional fillers. The strong interface permits perfect load transfer from the matrix to the filler, which explains an observed increase in the mechanical properties. A significant increase in both strength and elongation was observed, which resulted in increased area under the stress–strain curve, implying enhancement in toughness.
The effect of MOF 5 loading on the elastic modulus of epoxy (tensile mode) is depicted in Fig. 7. Significant stiffening of the base resin was observed as indicated by an increase in the tensile modulus, which can be attributed to the intrinsically high modulus of the crystalline MOF 5.24 Uniaxial mechanical loading leads to stress concentration around the MOF 5 particles resulting in the formation of stress fields due to the difference in the Young's modulus. Previous theoretical studies have revealed that MOF 5 crystals are capable of exhibiting a high tensile modulus of 27.6 GPa along [100] as compared to 818 MPa for neat epoxy. However, increasing MOF 5 loading beyond 0.3% led to a decrease in the mechanical properties. Such an observation is not completely unexpected, in view of the exceptionally high surface area of microporous materials, which leads to their agglomeration, thereby restricting transfer of load.36
The KIC of epoxy increased due to MOF 5 loading, from an initial value of 2.17 MPa m1/2 for neat epoxy to 3 MPa m1/2 for composites containing 0.3% w/w of MOF 5 filler, corresponding to an increase of ∼38%. The mean fracture energy also increased substantially on addition of MOF 5 and EP3MOF was found to possess ∼236% higher fracture energy as compared to the neat epoxy.
δ as a function of temperature and MOF 5 loading for neat epoxy and its composites are presented in Fig. 10. The glass transition temperatures (Tg) and the storage modulus (G′) of the pristine cured epoxy resin was 66 °C and 2.73 GPa at 20 °C respectively. In accordance with the quasi-static results, the composites exhibited higher storage modulus, especially at lower loadings of ≤0.3% w/w. A shift in the temperature associated with the peak value of tan
δ is in correspondence with the increase in Tg values of the composites.
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Fig. 10 Storage modulus and damping tan δ traces for different compositions of epoxy-composites. Solid lines indicate storage modulus and dashed lines present tan δ. | ||
The damping behaviour of composites is also indicative of the extent of interfacial adhesion of matrix with the fillers.40 It can be seen from Fig. 10, that the magnitude of the tan
δ damping curve of the cured epoxy is significantly reduced upon compounding with MOF 5 particles, which is suggestive of the hindrance posed by the MOF particles towards the energy dissipation process of epoxy.
The true stress–strain compressive behaviour for a representative composite EP3MOF under quasi-static conditions and high strain rates (2393 s−1) are presented in Fig. 11. It can be seen that increasing the strain rate led to substantial changes in characteristic mechanical properties, which was followed by the increase of the Property Enhancement Factor (PEF), defined as the ratio of the property at high strain rate loading to that under quasi-static conditions.41 The slope of the stress–strain curve, indicative of the compressive modulus was found to increase substantially from 250 MPa under quasi-static conditions to 6.9 GPa at 2393 s−1 corresponding to a PEF of 27.7. Also, at 10% true strain, the flow stress of the composite increased to ∼110 MPa from 25 MPa under quasi-static conditions (PEF = 4.4). The material toughness was quantified by determining the area under the stress–strain trace (till 10% strain), which increased from 1.2 MPa under quasi-static conditions to 13.1 MPa at high strain rates corresponding to a PEF of 10.9.
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| Fig. 11 Effect of strain rate on the compressive stress–strain curve of EP3MOF: (a) 2393 s−1 and (b) 0.02 s−1. | ||
Theoretical studies on the mechanical response of another MOF, namely MIL-47 reveals that the paddle-wheel framework undergoes elastic deformation on being subjected to extreme compressive loadings of the order of ∼340 MPa.23 The present work generates experimental evidence that epoxy–MOF 5 composites can absorb significant amounts of energy even at high strain rates. Since the material toughness increases significantly upon increasing the strain rate, it can be concluded that these composites possess enormous potential as materials for blast mitigation.
Numerical modeling was performed to simulate the behavior of epoxy retrofitting on the mechanical response of concrete on being subjected to blast loadings. The results are reported in the ESI (Fig. S4 and S5†) under blast loadings, the target laced reinforced concrete slab collapses completely resulting in the formation of fragments. Post-retrofitting with the epoxy–MOF 5 composite, the slab collapses but the fragments are arrested by the retrofit layer, thereby improving the level of safety. By improving mechanical properties of the polymer, its efficacy towards arresting fragments can be further increased, for a given layer thickness. Alternatively, for a given blast load, the thickness of the required retrofit layer can be brought down further, however these need to be substantiated by field trials, which are beyond the scope of the present study. However, the modeling results clearly point to the promising role of epoxy based polymeric retrofits in mitigating blast effects, their primary function being that of a fragment arrestor.
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| Fig. 12 SEM images of fractured surface of neat epoxy (a and b) and EP3MOF (c and d) at different magnifications. | ||
Another mechanism is that of toughening by “crack pinning”, according to which, the role of rigid particles is to act as impenetrable objects that cause the crack front to bow out, thereby requiring larger amount of energy. Indirect evidence for the occurrence of this mechanism is the presence of ‘tails’ associated with the MOF 5 particles (Fig. 12c). In certain cases, the crack front is forced to change its path as it approaches the rigid phase, a phenomenon more commonly known as crack bowing, (Fig. 12d). This result in increased surface area and reduced nature of mode I character of the crack opening, which in turn leads to more energy consumption during crack propagation. In addition, evidence of “Microcracking” and “Crack path deflection” can also be seen in the SEM images.7 It is conceivable that MOF 5 could promote the formation of a large number of subcritical microcracks and retard their collapse into critical cracks by coalescence. It is to be noted that quantification of each route to the total toughening of the composite is difficult, but nonetheless the SEM images appear to support the same. The ability of fillers to act as impact modifiers can only be exploited after its homogenous dispersion within a host matrix; in this context, the hybrid nature of MOFs scores over carbon based solids and hence holds enormous potential as toughening agents.
Footnote |
| † Electronic supplementary information (ESI) available. See DOI: 10.1039/c4ra09126d |
| This journal is © The Royal Society of Chemistry 2014 |