Technical Papers
Apr 20, 2020

Transverse Fracture Behavior of Pultruded GFRP Materials in Tension: Effect of Fiber Layup

Publication: Journal of Composites for Construction
Volume 24, Issue 4

Abstract

This paper presents an experimental study about the transverse tensile fracture properties of several off-the-shelf pultruded glass fiber-reinforced polymer (GFRP) materials, with different fiber layups and geometries and significant variations of elastic and strength properties. Determining these fracture properties should enable more-accurate advanced numerical simulation of the failure behavior of pultruded GFRP materials and members used in civil engineering applications, namely in the analysis of structural connections or members subjected to concentrated loads (web-crippling phenomenon). For the different GFRP materials, based on compact tension (CT) and wide compact tension (WCT) tests, both the critical energy release rate (Gc) and the cohesive law were determined at the laminate level, applying the following four data reduction methods: standardized analytical expressions, J-integral, Compliance Calibration (CC), and Modified Compliance Calibration (MCC). The CT tests were unsuccessful in reaching a stable propagation stage and provided overestimations of Gc. Conversely, the WCT tests were able to achieve a stable propagation stage and thus provided more-consistent estimates of Gc and cohesive laws. Among the various data reduction methods, a good agreement was found between visually based methods. On the contrary, the MCC method was found to provide significantly lower estimates of Gc when compared with the remainder. Different reasons for this variation are identified and discussed. The sample of GFRP materials presented a significant variation of Gc, which was found to be highly dependent on the fiber architecture: (i) for the material with weaker transverse reinforcement layers, consisting only of continuous filament mats, Gc ranged between 6.6 and 10.7 N/mm; (ii) materials presenting cross-ply layers presented intermediate Gc values, ranging from 13.1 and 21.3 N/mm; and (iii) materials comprising quasi-isotropic layups presented the highest overall Gc estimates, ranging from 19.3 N/mm (similar to cross-ply materials) to above 150 N/mm.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors would like to acknowledge FCT (project PTDC/ECM/113041/2014) and CERIS for the financial support. The first author is also grateful to FCT for funding his research through scholarship SFRH/BD/109957/2015. The third author acknowledges the support of FCT, through IDMEC, under LAETA, project UIDB/50022/2020.

Notation

The following symbols are used in this paper:
a
notch length, measured from the center of the loading hole;
a0
initial notch length, measured from the center of the loading hole;
CMOD
crack mouth opening displacement;
CTOD
crack tip opening displacement;
du
applied displacement at ultimate load;
d1
fitting parameter;
d2
fitting parameter;
E11
longitudinal tensile elastic modulus;
E22
transverse tensile elastic modulus;
F
applied load;
G
energy release rate;
Gc
critical energy release rate;
G12
shear elastic modulus;
J1
fitting parameter;
J2
fitting parameter;
w
specimen width, measured from the center of the loading hole;
Δa
crack propagation length;
σcoh
cohesive stress, measured from the WCT tests;
σu11
ultimate longitudinal tensile stress;
σu22
ultimate transverse tensile stress; and
τu12
ultimate shear stress.

References

Almeida-Fernandes, L., J. Gonilha, J. R. Correia, N. Silvestre, and F. Nunes. 2015a. “Web-crippling of GFRP pultruded profiles. Part 1: Experimental study.” Compos. Struct. 120: 565–577. https://doi.org/10.1016/j.compstruct.2014.09.027.
Almeida-Fernandes, L., F. Nunes, J. R. Correia, N. Silvestre, and J. Gonilha. 2015b. “Web-crippling of GFRP pultruded profiles. Part 2: Numerical analysis and design.” Compos. Struct. 120: 578–590. https://doi.org/10.1016/j.compstruct.2014.09.026.
Almeida-Fernandes, L., N. Silvestre, and J. R. Correia. 2019. “Characterization of transverse fracture properties of pultruded GFRP material in tension.” Composites Part B 175: 107095. https://doi.org/10.1016/j.compositesb.2019.107095.
ASCE. 2010. Pre-standard for load & resistance factor design (LRFD) of pultruded fiber reinforced polymer structures (FRP). Reston, VA: ASCE.
ASTM. 1993. Standard test method for plane-strain fracture toughness of metallic materials. ASTM E399-90. West Conshohocken, PA: ASTM.
ASTM. 2000. Standard test method for shear properties of composite materials by the V-notched beam method. ASTM D5379-05. West Conshohocken, PA: ASTM.
Barbero, E. J., F. A. Cosso, R. Roman, and T. L. Weadon. 2013. “Determination of material parameters for Abaqus progressive damage analysis of E-glass epoxy laminates.” Composites Part B 46: 211–220. https://doi.org/10.1016/j.compositesb.2012.09.069.
Bergan, A., C. Dávila, F. Leone, J. Awerbuch, and T. M. Tan. 2016. “A mode I cohesive law characterization procedure for through-the-thickness crack propagation in composite laminates.” Composites Part B 94: 338–349. https://doi.org/10.1016/j.compositesb.2016.03.071.
Blanco, N., D. Trias, S. T. Pinho, and P. Robinson. 2014. “Intralaminar fracture toughness characterisation of woven composite laminates. Part I: Design and analysis of a compact tension (CT) specimen.” Eng. Fract. Mech. 131: 349–360. https://doi.org/10.1016/j.engfracmech.2014.08.012.
CEN (European Committee for Standardization). 2002. Reinforced plastics composites – Specifications for pultruded profiles. EN 13706 (all parts). Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2016. Fibre reinforced polymer structures, CEN/TC250 Working Group 4. Scientific and Technical Report. Brussels, Belgium: CEN.
CNR (Italian National Research Council). 2008. Guide for the design and construction of structures made of FRP pultruded elements. Advisory Committee on Technical Recommendations for Construction. Rome, Italy: CNR.
Correia, J. R., F. A. Branco, N. M. F. Silva, D. Camotim, and N. Silvestre. 2011. “First-order, buckling and post-buckling behaviour of GFRP pultruded beams. Part 1: Experimental study.” Comput. Struct. 89 (21–22): 2052–2064. https://doi.org/10.1016/j.compstruc.2011.07.005.
Civieltechnisch Centrum Uitvoering Research en Regelgeving (CUR). 2003. Recommendation 96: Fibre-reinforced polymers in civil load-bearing structures. Commission C124. Gouda, The Netherlands: CUR.
El-Hajjar, R., and R. Haj-Ali. 2005. “Mode-I fracture toughness testing of thick section FRP composites using the ESE(T) specimen.” Eng. Fract. Mech. 72 (4): 631–643. https://doi.org/10.1016/j.engfracmech.2004.03.013.
Girão Coelho, A. M., J. T. Mottram, and K. A. Harries. 2015. “Finite element guidelines for simulation of fiber-tension dominated failures in composite materials validated by case studies.” Compos. Struct. 126: 299–313. https://doi.org/10.1016/j.compstruct.2015.02.071.
Gonzáles, L., and W. G. Knauss. 2002. “Scaling global fracture behavior of structures-sized laminated composites.” Int. J. Fract. 118: 363–394. https://doi.org/10.1023/A:1023351115322.
Harris, C. E., and D. H. Morris. 1984. Fracture behavior of thick laminated graphite/epoxy composites. NASA Contractor Rep. 3784. Washington, DC: National Aeronautics and Space Administration.
ISO (International Organization for Standardization). 1997. Plastics – determination of tensile properties. ISO 527-4. Geneva, Switzerland: ISO.
Joki, R. K., F. Grytten, B. Hayman, and B. F. Sørensen. 2016. “Determination of a cohesive law for delamination modelling—Accounting for variation in crack opening and stress state across the test specimen width.” Compos. Sci. Technol. 128: 49–57. https://doi.org/10.1016/j.compscitech.2016.01.026.
Jose, S., R. Ramesh Kumar, M. K. Jana, and G. Venkateswara Rao. 2001. “Intralaminar fracture toughness of a cross-ply laminate and its constituent sub-laminates.” Compos. Sci. Technol. 61 (8): 1115–1122. https://doi.org/10.1016/S0266-3538%2801%2900011-2.
Laffan, M. J., S. T. Pinho, P. Robinson, and L. Iannucci. 2010a. “Measurement of the in situ ply fracture toughness associated with mode I fibre tensile failure in FRP. Part I: Data reduction.” Compos. Sci. Technol. 70 (4): 606–613. https://doi.org/10.1016/j.compscitech.2009.12.016.
Laffan, M. J., S. T. Pinho, P. Robinson, and L. Iannucci. 2010b. “Measurement of the in situ ply fracture toughness associated with mode I fibre tensile failure in FRP. Part II: Size and lay-up effects.” Compos. Sci. Technol. 70 (4): 614–621. https://doi.org/10.1016/j.compscitech.2009.12.011.
Laffan, M. J., S. T. Pinho, P. Robinson, and A. J. McMillan. 2011. “Translaminar fracture toughness: The critical notch tip radius of 0° plies in CFRP.” Compos. Sci. Technol. 72 (1): 97–102. https://doi.org/10.1016/j.compscitech.2011.10.006.
Lapczyk, I., and J. A. Hurtado. 2007. “Progressive damage modeling in fiber-reinforced materials.” Composites Part A 38 (11): 2333–2341. https://doi.org/10.1016/j.compositesa.2007.01.017.
Li, S., M. D. Thouless, A. M. Waas, J. A. Schroeder, and P. D. Zavattieri. 2005. “Use of a cohesive-zone model to analyze the fracture of a fiber-reinforced polymer-matrix composite.” Compos. Sci. Technol. 65 (3): 537–549. https://doi.org/10.1016/j.compscitech.2004.08.004.
Li, X., S. R. Hallett, M. R. Wisnom, N. Zobeiry, R. Vaziri, and A. Poursartip. 2009. “Experimental study of damage propagation in over-height compact tension tests.” Composites Part A 40 (12): 1891–1899. https://doi.org/10.1016/j.compositesa.2009.08.017.
Li, Z., A. Khennane, P. J. Hazell, and A. D. Brown. 2017. “Impact behaviour of pultruded GFRP composites under low-velocity impact loading.” Compos. Struct. 168: 360–371. https://doi.org/10.1016/j.compstruct.2017.02.073.
Liu, W., P. Feng, and J. Huang. 2017. “Bilinear softening model and double K fracture criterion for quasi-brittle fracture of pultruded FRP composites.” Compos. Struct. 160: 1119–1125. https://doi.org/10.1016/j.compstruct.2016.10.134.
Martins, D., M. Proença, J. R. Correia, J. Gonilha, M. Arruda, and N. Silvestre. 2017. “Development of a novel beam-to-column connection system for pultruded GFRP tubular profiles.” Compos. Struct. 171: 263–276. https://doi.org/10.1016/j.compstruct.2017.03.049.
Nunes, F., N. Silvestre, and J. R. Correia. 2016. “Progressive damage analysis of web crippling of GFRP pultruded I-sections.” J. Compos. Constr. 21 (3): 04016104. https://doi.org/10.1061/%28ASCE%29CC.1943-5614.0000762.
Ortega, A., P. Maimí, E. V. González, and D. Trias. 2017. “Specimen geometry and specimen size dependence of the R-curve and the size effect law from a cohesive model point of view.” Int. J. Fract. 205: 239–254. https://doi.org/10.1007/s10704-017-0195-1.
Pappas, G., and J. Botsis. 2016. “Intralaminar fracture of unidirectional carbon/epoxy composite: Experimental results and numerical analysis.” Int. J. Solids Struct. 85–86: 114–124. https://doi.org/10.1016/j.ijsolstr.2016.02.007.
Pinho, S. T., P. Robinson, and L. Iannucci. 2006. “Fracture toughness of the tensile and compressive fibre failure modes in laminated composites.” Compos. Sci. Technol. 66 (13): 2069–2079. https://doi.org/10.1016/j.compscitech.2005.12.023.
Xin, H., A. Mosallam, Y. Liu, Y. Xiao, J. He, and C. Wang. 2017. “Experimental and numerical investigation on in-plane compression and shear performance of a pultruded GFRP composite bridge deck.” Compos. Struct. 180: 914–919. https://doi.org/10.1016/j.compstruct.2017.08.066.

Information & Authors

Information

Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 24Issue 4August 2020

History

Received: Mar 20, 2019
Accepted: Nov 27, 2019
Published online: Apr 20, 2020
Published in print: Aug 1, 2020
Discussion open until: Sep 21, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Lourenço Almeida-Fernandes
CERIS, Instituto Superior Técnico, Univ. de Lisboa, Av. Rovisco Pais 1, 1049-001 Lisboa, Portugal.
João R. Correia, M.ASCE https://orcid.org/0000-0001-5485-136X
CERIS, Instituto Superior Técnico, Univ. de Lisboa, Av. Rovisco Pais 1, 1049-001 Lisboa, Portugal. ORCID: https://orcid.org/0000-0001-5485-136X
IDMEC, Instituto Superior Técnico, Univ. de Lisboa, Av. Rovisco Pais 1, 1049-001 Lisboa, Portugal (corresponding author). ORCID: https://orcid.org/0000-0002-2473-4207. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share