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The purpose of this study is to investigate the flexural crack development of high-strength reinforced concrete (HSRC) beams and suggest the design equations of the flexural crack control for HSRC beams.
A novel configuration of a Hybrid Solar Receiver and Combustor (HSRC) operated in the Moderate and Intense Low oxygen Dilution (MILD) combustion regime, termed the MILD HSRC is reported.
Table 1 Properties of HSRC beam specimens.
Table 2 HSRC beam specimens conducted in this work.
This section describes the setup for testing HSRC beam specimens.
(1) and (3) provide unconservative predictions of the shear crack strength of HSRC beam specimens.
Table 3 Design formulas for ensuring serviceability and reparability of HSRC beam members.
However, whether it is applicable to the HSRC beam member warrants further study.
This section describes the setup for testing the HSRC beam specimens in this study.
Table 1 HSRC Beam Specimens of the past researches (Chiu et al. 2014, 2016).
Some HSRC experiment data collected from Chiu et al. (2014, 2016) are also investigated.
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