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It embraces the approach for assessing sustainability taken by the Spanish Structural Concrete Code.
The measured mechanical properties were compared, wherever possible, with design equations specified in ordinary Portland cement (OPC) concrete code provisions.
The tests used to analyze this material were those recommended in the Spanish Structural Concrete Code (EHE-08).
Next, the tests were simulated by means of a finite element software with constitutive models according to the specifications of RILEM and the Spanish Structural Concrete Code (EHE).
Accordingly, the authors identify these zones along with the challenges to concreting in a Gulf environment and further validate their use in recommending a local concrete code that ensures more durable structures.
We use a small sample code and show how a concrete code transformation changes the code.
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The maximal crack opening allowances fluctuations in Polish and European concrete Codes were also discussed here.
Most concrete codes present design expressions for estimating the shear strength between concrete layers based on the shear friction theory.
In structural concrete codes, the design expression to assess the shear strength of concrete-to-concrete interfaces is based on the "shear-friction theory".
Given that remarkable structural applications of fibre reinforced concrete have been successfully developed in the last 60 years, modern concrete codes and fib Model Code have included requirements and formulations for considering the fibre contributions in structural design.
In 2004, the Institution of Engineers Malaysia published a position paper on the concrete codes of practice in Malaysia after 2010 and recommended that the Eurocodes be adopted after the withdrawal of the British Standards.
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