Flexural strengthening of RC beams using hybrid composite plate (HCP): experimental and analytical study

Hybrid Composite Plate (HCP) is a reliable recently proposed retrofitting solution for concrete structures, which is composed of a strain hardening cementitious composite (SHCC) plate reinforced with Carbon Fibre Reinforced Polymer (CFRP). This system benefits from the synergetic advantages of these two composites, namely the high ductility of SHCC and the high tensile strength of CFRPs. In the materialstructural of HCP, the ultra-ductile SHCC plate acts as a suitable medium for stress transfer between CFRP laminates (bonded into the pre-sawn grooves executed on the SHCC plate) and the concrete substrate by means of a connection system made by either chemical anchors, adhesive, or a combination thereof. In comparison with traditional applications of FRP systems, HCP is a retrofitting solution that (i) is less susceptible to the detrimental effect of the lack of strength and soundness of the concrete cover in the strengthening effectiveness; (ii) assures higher durability for the strengthened elements and higher protection to the FRP component in terms of high temperatures and vandalism; and (iii) delays, or even, prevents detachment of concrete substrate. This paper describes the experimental program carried out, and presents and discusses the relevant results obtained on the assessment of the performance of HCP strengthened reinforced concrete (RC) beams subjected to flexural loading. Moreover, an analytical approach to estimate the ultimate flexural capacity of these beams is presented, which was complemented with a numerical strategy for predicting their load-deflection behaviour. By attaching HCP to the beams’ soffit, a significant increase in the flexural capacity at service, at yield initiation of the tension steel bars and at failure of the beams can be achieved, while satisfactory deflection ductility is assured and a high tensile capacity of the CFRP laminates is mobilized. Both analytical and numerical approaches have predicted with satisfactory agreement, the load-deflection response of the reference beam and the strengthened ones tested experimentally.

Development of hybrid composite plate (HCP) for strengthening and repair of RC structures

Tese de Doutoramento em Engenharia Civil

Hacia una transición en las prácticas comunicativas ante la irreversibilidad del cambio climático, el fin del petróleo fácil y la escasez de recursos

[Excerto] El V Informe del IPCC insiste, de forma más contundente, sobre la existencia y riesgo irreversible del cambio climático. Las declaraciones de los científicos son cada vez más concluyentes, alertando que, para evitar interferencias peligrosas en el sistema climático, no podemos seguir con el statu quo y es preciso un giro copernicano a nivel tecnológico, institucional y humano de inicio inmediato, implicación global y sustanciosas inversiones (comunicado de prensa del IPCC, 13/04/2014). Ante la extralimitación en la emisión de gases de efecto invernadero, se impone una reacción de la especie humana íntimamente relacionada con los límites. Límites que también están vinculados al previsible fin de la etapa del petróleo fácil y al agotamiento de recursos. A la par de las advertencias científicas, están surgiendo numerosos movimientos sociales y redes, iniciativas económicas y políticas que proponen y experimentan alternativas que a escala micro se muestran eficaces ante un cambio drástico hacia un futuro bajo en carbono(...).