Improvement of aggregate interlock equation used in CNCPAVE [PDF]
This paper was transferred from the original CD ROM created for this conference. The material on the CD ROM was published using Adobe Acrobat technology.
Strauss, P.J. (Pieter J.) +3 more
core +1 more source
Shear friction capacity of self-consolidating concrete
An experimental research was developed to evaluate shear transfer in self-consolidating. Three concrete mixes were prepared, one conventional and two self-consolidating, differing on the proportion of the coarse and fine aggregate used.
Gustavo Savaris +1 more
doaj +1 more source
Effect of Recycled Aggregate Quality on the Bond Behavior and Shear Strength of RC Members
During the aggregate crushing process, natural aggregate and clinging mortar from existing concrete will inevitably produce small cracks and weak bonds between the aggregate and the existing cement mortar.
Thanapol Yanweerasak +3 more
doaj +1 more source
The Utilisation of Shredded PET as Aggregate Replacement for Interlocking Concrete Block [PDF]
The consumption of plastic has grown substantially all over the world in recent years and this has created huge quantities of plastic-based waste. Plastic waste is now a serious environmental threat to the modern way of living, although steps were taken to reduce its consumption.
Mokhtar M. +3 more
openaire +2 more sources
Multi-scale modeling of aggregate interlock phenomena in concrete
In concrete structures, opened cracks contribute significantly to the transfer of shear and normal stresses through the contact forces occurring between fractured surfaces. Such contact forces are due to protruding asperities, engaged by interlocking and friction.
openaire +3 more sources
Experimental investigation on shear resistance of self-consolidating concrete beams
Self-consolidating concrete stands out for its high fluidity and stability, which are obtained by the reduction of the coarse aggregate dimensions and content in the mixture and also by the addition of superplasticizer and viscosity modifiers.
G. SAVARIS, R. C. A. PINTO
doaj +2 more sources
Assessment of one-way shear design of RC elements subjected to axial tension
The Shear failure of reinforced concrete is brittle with no warning. In addition, tensile forces could widen the concrete cracking and cause premature failure. Thus, worsen the situation, which could have disastrous consequences in many cases as shown in
A. Deifalla
doaj +1 more source
Shear strength of slender SCC beams - possible differences from VC beams
In comparison with vibrated concrete (VC) of the same strength class, self-compacting concrete (SCC) typically has a lower coarse aggregate content and, eventually, a smaller maximum aggregate size.
T. L. Resende +2 more
doaj +1 more source
Structural insights into an engineered feruloyl esterase with improved MHET degrading properties
A feruloyl esterase was engineered to mimic key features of MHETase, enhancing the degradation of PET oligomers. Structural and computational analysis reveal how a point mutation stabilizes the active site and reshapes the binding cleft, expading substrate scope.
Panagiota Karampa +5 more
wiley +1 more source
Finite Element Modelling of geogrids in stabilisation function - Comparison study [PDF]
Finite element methods (FEM) are commonly used in geotechnical designs. These methods become particularly valuable when complex multistage scenarios with a variety of interactions need to be considered.
Ria Zamara Katarzyna +3 more
doaj +1 more source

