4.8 Article

Designing Porous Materials to Resist Compression: Mechanical Reinforcement of a Zr-MOF with Structural Linkers

期刊

CHEMISTRY OF MATERIALS
卷 32, 期 8, 页码 3545-3552

出版社

AMER CHEMICAL SOC
DOI: 10.1021/acs.chemmater.0c00634

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资金

  1. Defense Threat Reduction Agency [HDTRA1-19-1-0007]
  2. U.S. Department of Energy (DOE), Office of Science, Office of Workforce Development for Teachers and Scientists, Office of Science Graduate Student Research (SCGSR) program
  3. ORAU [DE-SC0014664]
  4. Northwestern University Ryan Fellowship - International Institute of Nanotechnology
  5. Graduate School at Northwestern University
  6. NSF Graduate Research Fellowship [DGE-1842165]
  7. DOE Office of Science [DE-AC02-06CH11357]
  8. Soft and Hybrid Nanotechnology Experimental (SHyNE) Resource [NSF ECCS-1542205]
  9. State of Illinois
  10. International Institute for Nanotechnology (IIN)
  11. MRSEC program at the Materials Research Center [NSF DMR-1720139]
  12. Keck Foundation
  13. State of Illinois through the IIN

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The performance of metal-organic frameworks (MOFs) under mechanical stress is an important consideration in the design, synthesis, and application of MOF materials in both fundamental and industrial settings. We herein demonstrate that the bulk modulus (K = -V dP/dV) of a 4,8-connected Zr-based MOF, NU-901, comprised of Zr6O8 nodes and tetratopic pyrene linkers, increases systematically upon postsynthetic installation of a structural organic linker, 2,6-naphthalenedi-carboxylic acid (NDC), via solvent assisted linker incorporation. We calculated the bulk modulus, a measure of resistance to hydrostatic compression, of these modified NU-901 samples through in situ variable powder X-ray diffraction pressure measurements collected using a synchrotron source. As the amount of NDC incorporation into the NU-901 framework increased, the lattice strength of the framework also increased. This strategy of postsynthetic modification at the molecular level serves as a promising blueprint to tune the bulk mechanical properties of other MOFs by increasing the connnectivity of the secondary building unit. Furthermore, we envision this method may allow for structural reinforcement of other frameworks along one preferential axis or direction dependent on the desired application.

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