Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 8, No. 30 (2014)

Wedge splitting test method: quantification of influence of glued marble plates by two-parameter fracture mechanics

Author and affiliation details
  • S. Seitl Corresponding author Academy of Sciences of the Czech Republic, v. v. i., Institute of Physics of Materials, Brno, Czech Republic and Brno University of Technology, Faculty of Civil Engineering, Institute of Structural Mechanics, Brno, Czech Republic seitl@ipm.cz
  • B. Nieto García Academy of Sciences of the Czech Republic, v. v. i., Institute of Physics of Materials, Brno, Czech Republic and University of Oviedo, Department of Construction and Manufacturing Engineering Campus de Viesques, Gijón, Spain
  • I. Merta University of Technology Vienna, Faculty of Civil Engineering, Institute of Building Construction and Technology, Vienna, Austria
DOI
10.3221/IGF-ESIS.30.23
Pages
pages 174-181
Published

Abstract

In the present paper, the well-known wedge splitting test (WST) is applied on specimens with different geometries (S= 150, 200, 300 mm) and variants of the specimens’ configurations. K-calibration (B1) and T-stress (B2) calibration curves for such specimens are introduced. The objective was to compare and discuss the values of the calibration curves dependent on the specimen’s geometries and on three different specimens' configurations: homogenous specimen; specimen with marble plates forming the groove for load application and specimen with glued marble plates.

Keywords

Article history

  1. ReceivedUntil the next stage: 0 days
  2. AcceptedUntil the next stage: 0 days
  3. Published

How to cite

APA

Seitl, S., Nieto García, B., & Merta, I. (2014). Wedge splitting test method: quantification of influence of glued marble plates by two-parameter fracture mechanics. Fracture and Structural Integrity, 8(30), pages 174–181. https://doi.org/10.3221/IGF-ESIS.30.23

IEEE

S. Seitl, B. Nieto García, and I. Merta, “Wedge splitting test method: quantification of influence of glued marble plates by two-parameter fracture mechanics,” Fracture and Structural Integrity, vol. 8, no. 30, pp. pages 174–181, 2014, doi: 10.3221/IGF-ESIS.30.23.

MLA

Seitl, S., et al. “Wedge splitting test method: quantification of influence of glued marble plates by two-parameter fracture mechanics.” Fracture and Structural Integrity, vol. 8, no. 30, 2014, pp. pages 174–181. https://doi.org/10.3221/IGF-ESIS.30.23.

Chicago

Seitl, S., B. Nieto García, and I. Merta. 2014. “Wedge splitting test method: quantification of influence of glued marble plates by two-parameter fracture mechanics.” Fracture and Structural Integrity 8 (30): pages 174–181. https://doi.org/10.3221/IGF-ESIS.30.23.

Harvard

Seitl, S., Nieto García, B. and Merta, I. (2014) ‘Wedge splitting test method: quantification of influence of glued marble plates by two-parameter fracture mechanics’, Fracture and Structural Integrity, 8(30), pp. pages 174–181. doi: 10.3221/IGF-ESIS.30.23.

Vancouver

Seitl S, Nieto García B, Merta I. Wedge splitting test method: quantification of influence of glued marble plates by two-parameter fracture mechanics. Fracture and Structural Integrity. 2014;8(30):pages 174-181. doi:10.3221/IGF-ESIS.30.23

BibTeX

@article{seitl2014, author = {Seitl, S. and Nieto García, B. and Merta, I.}, title = {Wedge splitting test method: quantification of influence of glued marble plates by two-parameter fracture mechanics}, journal = {Fracture and Structural Integrity}, year = {2014}, volume = {8}, number = {30}, pages = {pages 174--181}, doi = {10.3221/IGF-ESIS.30.23}, url = {https://doi.org/10.3221/IGF-ESIS.30.23}, issn = {1971-8993} }

RIS

TY - JOUR AU - Seitl, S. AU - Nieto García, B. AU - Merta, I. TI - Wedge splitting test method: quantification of influence of glued marble plates by two-parameter fracture mechanics JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2014 DA - 2014/09/10 VL - 8 IS - 30 SP - pages 174 EP - 181 DO - 10.3221/IGF-ESIS.30.23 UR - https://doi.org/10.3221/IGF-ESIS.30.23 SN - 1971-8993 ER -

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