Effect of tensile strength of rock on tensile fracture toughness using experimental test and PFC2D simulation


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The effect of tensile strength on the tensile fracture toughness of rock like specimen was studied in this paper. Brazilian test was done to determine tensile strength of material. A compression to tensile load transforming (CTT) device was developed for determination of mode I fracture toughness of concrete. Also particle flow code (PFC) was used for validation of the experimental outputs. Three concrete slabs with different tensile strength were prepared for investigation of the effects of tensile strength on the fracture toughness. The samples were made from a mixture of water, fine sand and cement with different ratio. These samples were installed in CTT device. A 30-tons hydraulic load cell applied compressive loading to CTT end plates with a constant pressure of 0.02 MPa per second. Compressive loading was converted to tensile stress on the sample because of the overall test design. The results show Fracture toughness has a close relationship with tensile strength of concrete so it increases with increasing the tensile strength. In constant join length, the angle of crack growth related to normal load was decreased with increasing the grain size. Numerical simulation shows that failure pattern and fracture toughness was nearly similar to experimental results. Finally, it can be concluded that CTT device was capable for determination of fracture toughness of concrete.

作者简介

H. Haeri

Young Researchers and Elite Club, Bafgh Branch

编辑信件的主要联系方式.
Email: h.haeri@bafgh-iau.ac.ir
伊朗伊斯兰共和国, Bafgh

V. Sarfarazi

Hamedan University of Technology

Email: h.haeri@bafgh-iau.ac.ir
伊朗伊斯兰共和国, Hamedan

A. Hedayat

Department of Civil and Environmental Engineering

Email: h.haeri@bafgh-iau.ac.ir
美国, Golden, CO, 80401

A. Tabaroei

Department of Civil, Science and Research Branch

Email: h.haeri@bafgh-iau.ac.ir
伊朗伊斯兰共和国, Tehran

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