Search results for: LAMELLAR STRUCTURES

• ENGINEERING STRUCTURES

  Journals

  ISSN: 0141-0296 , eISSN: 1873-7323

• COMPOSITE STRUCTURES

  Journals

  ISSN: 0263-8223 , eISSN: 1879-1085

• THIN-WALLED STRUCTURES

  Journals

  ISSN: 0263-8231 , eISSN: 1879-3223

• Structures

  Journals

  ISSN: 2352-0124

• JOURNAL OF MOLECULAR STRUCTURE

  Journals

  ISSN: 0022-2860 , eISSN: 1872-8014

• Voltammetric and biological studies of folate-targeted non-lamellar lipid mesophases

  Publication

  • J. Biernat
  • E. Nazaruk
  • M. Godlewska

  - ELECTROCHIMICA ACTA - Year 2019

  Folate-targeted lipid nanostructures are promising strategies for the development of biocompatible drug delivery systems. The objective of this study was to evaluate the efficacy of drug delivery to cancer cells by folate-targeted lipid mesophases, cubosomes (CUB) and hexosomes (HEX), loaded with doxorubicin (DOX). Three cancer-derived cell lines (KB, HeLa, T98G) exhibiting different expressional levels of folate receptor protein...

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• COMPUTERS & STRUCTURES

  Journals

  ISSN: 0045-7949 , eISSN: 1879-2243

• Thickness monitoring of thin lamellae by optical measurement method

  Publication

  • J. Sandak
  • K. Orłowski
  • M. Negri
  • C. Tanaka

  - FOREST PRODUCTS JOURNAL - Year 2006

  Do dnia dziesiejszego do pomiaru grubosci tarcicy używa się głównie suwmiarek. Celem projektu było opracowanie skanera, nie wymagajacego wysokich nakładów finansowych, do pomiarów grubości lameli po operacji rozpiłowywania drewna. Opracowany system jest zdolny do wykrywania elementów odbiegajacych od okreslonych tolerancji wymiarowych. zastosowano metodę pomiaru typu sandwich wykorzystująca 4 głowice laserowe. Wyazano, że przy...

• Experimental investigations on concrete beams reinforced with CFRP lamellas

  Publication

  • P. Korzeniowski
  • M. Abramski
  • M. Wesołowski

  - Year 2014

  Paper presents experimental investigation made on two concrete beams reinforced with internal Carbon Fibre Reinforced Polymer (CFRP) lamellas (i.e. strips, bands). The reinforcement geometrical arrangement was similar as in normal concrete beams reinforced with steel bars and stirrups. The beams were destroyed by the shear forces, as intended. Obtained load-carrying capacities were lower as expected: below 40% of a calculated value....

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• Structural Dynamics and Stability of Composite Structures

  Publication

  • S. Han
  • I. Kreja
  • G. Rus
  • G. Lomboy

  - Advances in Materials Science and Engineering - Year 2016

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