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By virtue of the mixing tower system in the site of a super-high arch dam, the wedge splitting specimens with the maximum aggregate size of 150 mm were poured in summer and in winter seasons, respectively.
Concrete fracture energy, effective fracture toughness, and characteristic length were tested at five different ages using wedge splitting specimens exposed to four different relative humidity values (30%, 50 %, 70 and 98%and98%
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Avoid yellowed, spotty, stringy, oversize or split specimens, for obvious reasons.
Five series of wedge-splitting specimens for dam concrete with maximum aggregate size of 150 mm were tested, casting in the site of an actual super-high arch dam with its mixing tower system.
Split specimens were included so that within- and between-batch coefficients of variation could be calculated.
These specimens showed no differences in sensitivity when compared with split specimens, neither on day 4 (p = 0.89) nor on day 7 (p = 0.74; Table 3).
Split Specimens: This is a procedure used by some labs.
The characteristics of rolling allowed for the use of a split specimen and to study quasi in situ the processes during the steady state, applying for SPD standards very moderate strain increments.
This paper presents an experimental investigation to better understand the mechanisms of delamination migration in multidirectional End Loaded Split (ELS) specimens.
The Mode I and II fracture behaviors of adhesively-bonded joints composed of pultruded glass fiber-reinforced polymer (GFRP) laminates were experimentally investigated using Double-Cantilever-Beam (DCB) and End-Loaded-Split (ELS) specimens.
The author pointed out that there are great differences between a finite strip and an infinite strip regarding their weight function and the solution of infinite strip can be utilized in the split-tension specimens when the notch size is very small.
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