Spall experiments for the measurement of the tensile strength and fracture energy of concrete at high strain rates

By H. Schuler, Chris Mayrhofer, Klaus Thoma. 2006

389 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Materials Chemistry, Ocean Engineering

View Paper: https://www.semanticscholar.org/paper/433772c43361d7d6fa449fa870ad9527cbbb7433

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Hong Hao
2. Qianbing Zhang
3. Jian Zhao
4. Y. Hao
5. Q. Zhang
6. G. Jiang
7. Y. Norman Zhou
8. J. Zhao

In Materials Chemistry

1. Qianbing Zhang
2. Jian Zhao
3. Hong Hao
4. Q. Zhang
5. J. Zhao
6. Y. Hao
7. G. Jiang
8. Y. Norman Zhou

In Ocean Engineering

1. Q. Zhang
2. Qianbing Zhang
3. H. Xing
4. Jian Zhao
5. J. Zhao
6. P. Forquin
7. Hong Hao
8. B. Erzar

Citations in the corpus

• High-Speed Photography and Digital Optical Measurement Techniques for Geomaterials: Fundamentals and Applications (2017, background): “(Schuler et al. 2006) studied the behaviour of cylindrical concrete specimens positioned at the end of the incident bar in a SHPB system to initiate spalling.”
• Modifications of RHT material model for improved numerical simulation of dynamic response of concrete (2010, background): “[33], in general it is still difficult to draw any clear correlation.”
• Mesoscale modelling of concrete tensile failure mechanism at high strain rates (2008, methodology): “The DIF for tensile strength is obtained from curve fitting experimental results [31,32] as follows [27]:”
• Quasi-static and dynamic fracture behaviour of rock materials: phenomena and mechanisms (2014, background): “Some attempts have been made in uniaxial compression (Li et al. 2005; Lundberg 1976), fracture toughness (Chen et al. 2009; Zhang et al. 2000) and spalling (Schuler et al. 2006) tests.”
• A Review of Dynamic Experimental Techniques and Mechanical Behaviour of Rock Materials (2014, background): “Four regions can be distinguished as extended from Atkinson (1987) and Bieniawski (1968), in which regions I and II are subcritical crack growth, region III is under quasi-static loading, and region IV is dynamic crack growth, as shown in Fig.”
• An Experimental Method to Determine the Tensile Strength of Concrete at High Rates of Strain (2010, methodology): “The results are also compared to data of spalling tests reported by Schuler et al. [ 10 ], and Weerheijm and Van Doormaal [13] (cf.”
• Experimental confirmation of some factors influencing dynamic concrete compressive strengths in high-speed impact tests (2013, methodology): “Based primarily on test data from experimental studies, many empirical DIF relations with respect to strain rates are available in the literature for compression [3,8,17,18] and tension [11,17,19,20].”