uncracked

uncracked

(ʌnˈkrækt)
adj
not cracked
References in classic literature ?
It was in the year after that of my novitiate, a halcyon period at the Albany, when Raffles left no crib uncracked, and I played second-murderer every time.
ye three unsurrendered spires of mine; thou uncracked keel; and only god-bullied hull; thou firm deck, and haughty helm, and Pole-pointed prow, --death-glorious ship!
The Bears love Rashaad Coward -- and it's easy to see why -- but he's as raw as an uncracked egg.
| EGGS: Fridge Salmonella can live in fresh eggs, even with clean, uncracked shells, but the risk of infections is increased by even small changes in temperature.
* The reinforced concrete FGA and conventional concrete specimens exhibited relatively predictable transitions from uncracked to cracked linear elastic behavior and ultimate flexural capacities;
Examples of adulting include being able to pay bills, having a regular bed time, going to the movies by oneself and even having an 'uncracked' phone screen.'
The 4 tooth selection criteria were: intact uncracked buccal enamel surface, restoration material, and caries.
Firstly, the dynamic response of an uncracked DP subjected to the transverse impact loading is computed to determine the locations of the cracks which are liable to start.
Under Environment Canada's rules, tanks less than 2,500 liters, which are attached to a heating system or emergency generator, and tanks enclosed in a building with a secondary containment (uncracked concrete pad with perimeter) do not require a double wall secondary containment.
in which Z (= [I.sub.uncr]/[bar.y]) is the section modulus of the uncracked transformed section referring to the extreme tensile fibre at which cracking occurs; [f'.sub.ct.f] = 0.6 [square root of [f'.sub.c]] is the lower characteristic flexural tensile strength of the concrete; and [[sigma].sub.cs] is the residual stress in the concrete due to shrinkage given by:
where W is the component width, b = W - a defines the uncracked ligament, [iota] represents additional characteristic length for the component, and [h.sub.1] is the plastic influence function dependent on crack size, specimen geometry, and strain-hardening exponent.
During the final failure, the uncracked ligaments between the arrested cracks presumably got torn off by shearing, forming extensive tear zones.