Steel fibrous cement based composites: material and mechanical properties: behavior in the anchorage zones of prestressed bridges

Specimen M1, a strengthened reinforced concrete beam using one layer of carbon fibre textile bonded with mortar, failed in shear similar to the reference beam, but with

The main focused of this thesis is classifying CGI using Impact Acoustic Testing (IAT) method according to its material and mechanical properties.. 1.2

The values of the parameters n and k calculated from the fitting of the experimental data to Eq.3 have been presented in Table 3.7. Once it has been proved that the water absorption

The mechanical properties in the steel cassette in SKB’s nuclear fuel canister changes drastically due to exposure of high temperature during casting causing changes in chemical

Non-treated (left) and treated (right) RCF fabric. Typical load-displacement curves of non-treated and treated DCB samples. From the plateau value on the curves in Figure 7, in

Whereas bundles without twist fail progressively, and it is more typical behavior of conventional fibers used in composites (e.g. glass fibers). This means that untwisted

The plastic material behaviour of the model makes it possible to model slip between glulam beams in a bridge deck of a prestressed timber bridge.. Examples of simulation

Abbreviations: β-TCP, beta-tricalcium phosphate; CPC, calcium phosphate cement; CS, compressive strength; DTS, diametral tensile strength; MCPA, monocalcium phosphate anhydrous;