Hostname: page-component-586b7cd67f-tf8b9 Total loading time: 0 Render date: 2024-11-23T08:31:05.176Z Has data issue: false hasContentIssue false

Toughening Behavior in Natural Fiber-reinforced Earth-based Composites

Published online by Cambridge University Press:  12 January 2016

Kabiru Mustapha*
Affiliation:
Department of Materials Science and Engineering, Kwara State University, Malete, Nigeria.
Martiale G. Zebaze Kana
Affiliation:
Department of Materials Science and Engineering, Kwara State University, Malete, Nigeria.
Winston O. Soboyejo
Affiliation:
Department of Mechanical and Aerospace Engineering, Princeton University, Olden Street, Princeton, NJ 08544, USA.
*
Get access

Abstract

This study presents a combine experimental and analytical investigation of the toughening behavior in natural fiber-reinforced earth-based composites. A specially designed single fiber pullout apparatus was used to provide a quantitative determination of interfacial properties that are relevant to toughening brittle materials through fiber reinforcement. The parameters investigated included a specially designed high strength earth-based matrix comprising of 60% laterite, 20% clay and 20% cement. The toughening behavior of whisker-reinforced earth-based matrix is analyzed in terms of a whisker bridging zone immediately behind the crack tip and interface strength. This approach is consistent with microscopy observations which reveal that intact bridging whiskers exist behind the crack tip as a result of debonding of the whisker-matrix interface. Debonding with constant frictional stress was obtained and this formed the basis for the analytical model considered and the underlying crack-microstructure interactions associated with Resistance-curve behavior was studied using in situ/ex situ optical microscopy to account for the bridging contribution to fracture toughness. The effect of multiple toughening mechanisms (debonding and crack bridging) was elucidated and the implications of the results are considered for potential applications in the design of robust earth-based building materials for sustainable eco-friendly homes.

Type
Articles
Copyright
Copyright © Materials Research Society 2016 

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

REFERENCES

Savastano, H, Santos, S F, Radonjic, M, and Soboyejo, W O.Fracture and fatigue of natural fiber-reinforced cementitious composites. Cem. Concr. Compos., 2009, 31(4), 232243.CrossRefGoogle Scholar
Kim, B, Doh, J H, Yi, C K and Lee, J Y.Effects of structural fibers on bonding mechanism changes in interface between GFRP bar and concrete. Compos. Part B., 2013, 45: 768779.CrossRefGoogle Scholar
Zhandarov, S F and Pisanova, E V.Characterization of fiber/matrix interface strength: applicability of different tests, approaches and parameters. Compos. Sci. Technol., 2005, 65: 149 – 60.CrossRefGoogle Scholar
Wang, H, Sun, X, Peng, G, Luo, Y, and Ying, Q.Experimental study on bond behaviour between BFRP bar and engineered cementitious composite. Construction and Building Materials, 2015, 95, 448456.Google Scholar
Baran, E, Akis, T, and Yesilmen, S.Pull-out behavior of prestressing strands in steel fiber reinforced concrete. Construction and Building Materials, 2012, 28(1), 362371.Google Scholar
Koyanagi, J, Yoneyama, S, Nemoto, A and Melo, J.Time and temperature dependence of carbon/epoxy interface strength. Compos. Sci. Technol., 2010; 70:1395–400.Google Scholar
Zhandarov, S and Mader, E.Characterization of fiber/matrix interface strength: applicability of different tests, approaches and parameters. Compos Sci Technol 2005; 65:149–60.CrossRefGoogle Scholar
Ogihara, S and Koyanagi, J.Investigation of combined stress-state failure-criterion for glass fiber/epoxy interface by cruciform specimen test. Compos Sci Technol 2010; 70:143–50.CrossRefGoogle Scholar
Hsueh, C H.Interfacial debonding and fiber pull-out stresses of fiber-reinforced composites. Mater. Sci. Eng., A, 1990, 123(1), 111.Google Scholar
Kim, J K and Mai, Y W.High strength, high fracture toughness fibre composites with interface control—a review. Compos. Sci. Technol., 1991, 41(4), 333378.Google Scholar
Yang, Y, Boom, R, Irion, B, van Heerden, D J, Kuiper, P, and de Wit, H.Recycling of composite materials. Chemical Engineering and Processing: Process Intensification, 2012, 51, 5368.CrossRefGoogle Scholar
Ashori, A.Wood–plastic composites as promising green-composites for automotive industries. Bio resource Technology, 2008, 99(11), 46614667.Google Scholar
Zhang, X, Fan, X, Yan, C, Li, H, Zhu, Y, Li, X, and Yu, L.Interfacial microstructure and properties of carbon fiber composites modified with graphene oxide. ACS applied materials & interfaces, 2012, 4(3), 15431552.CrossRefGoogle ScholarPubMed
Callister, WD. Material Science and Engineering: An Introduction. 7th ed. John Wiley, New York; 2007. p. 414459 [chapter 12].Google Scholar
American Society for Testing and Materials. Standard test method for plane-strain fracture toughness of metallic materials, E399–90. West Conshohocken: ASTM; 1997. P. 31 [Book of Standards v. 03.01].Google Scholar
Hutchinson, J W and Jensen, H M.Models of fiber debonding and pullout in brittle composites with friction. Mech. Mater., 1990, 9(2), 139163.Google Scholar
Mustapha, K, Annan, E, Azeko, S T, Zebaze Kana, M G, and Soboyejo, W O.Strength and fracture toughness of earth-based natural fiber-reinforced composites. J. Compos. Mater., 2015, 0021998315589769.Google Scholar
Budiansky, B, Amazigo, J C, and Evans, A G.Small-scale crack bridging and the fracture toughness of particulate-reinforced ceramics. J. Mesh. Phys. Solids, 1988, 36(2), 167187.CrossRefGoogle Scholar
Fett, T and Munz, D. Stress intensity factors and weight functions for one-dimensional cracks, 1994. Kernforschungszentrum. Karlsruhe, Germany.Google Scholar
Budiansky, B and Amazigo, J C. In: Willis, J.R., ed. Non-linear Analysis of Fracture, 1997. Kluwer, Dordrecht, The Netherlands.Google Scholar
Shum, D K M and Hutchinson, J W. On Toughening by Micro cracks. Rep no. Harvard University, Cambridge, MA, MECH-151, 1989.Google Scholar
Chao, S, Naaman, A and Parra-Montesino, G.Bond behavior of strand embedded in fiber reinforced cementitious composites. PCI J 2006; 51(6):5671.Google Scholar