Book ChapterDOI
FMC 1 Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams
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This article is published in Materials and Structures.The article was published on 1985-01-01. It has received 801 citations till now. The article focuses on the topics: Mortar & Fracture mechanics.read more
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Fracture properties of steel fiber reinforced high strength concrete using work of fracture and size effect methods
TL;DR: In this article, a series of three point bending tests were carried out on 54 notched beams, as recommended by RILEM, and the fracture parameters were measured by two methods: work of fracture method (WFM) and size effect method (SEM).
Journal ArticleDOI
Evaluating the effect of macro-synthetic fibre on the mechanical properties of roller-compacted concrete pavement using response surface methodology
TL;DR: In this article, the authors provide guidance for the design of macro-synthetic reinforced roller-compacted concrete pavement (RCCP) with appropriate consistency and enhanced mechanical performance for pavement applications.
Journal ArticleDOI
Tensile behaviour and durability aspects of sustainable ultra-high performance concrete incorporated with GGBS as cementitious material
P. Ganesh,A. Ramachandra Murthy +1 more
TL;DR: In this article, ground granulated blast furnace slag (GGBS) is used in Ultra high performance concrete (UHPC) up to 80% replacement level of cement.
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Mechanical behavior of concretes containing waste steel fibers recovered from scrap tires
TL;DR: In this article, the results of an experimental program in which steel fibers recovered from scrap tires were used to produce fiber reinforced concretes were presented, which indicated that the use of waste fibers can be optimized for producing fiber reinforced concrete.
Journal ArticleDOI
Mechanical and fracture properties of concrete containing treated and untreated recycled concrete aggregates
TL;DR: In this paper, the results of an experimental research into concrete produced by replacing the natural aggregates with treated and untreated coarse Recycled Concrete Aggregates (RCA) were carried out.