This work provides the Life Cycle Assessment (LCA) of four commonly used strengthening techniques of reinforced concrete beams. Firstly, it provides a simplified methodology to size the strengthening, overcoming the need of extensive knowledge in structures. Secondly, it provides the application of LCA to the selected techniques. The method improves the applicability of LCA to buildings, analyzes the environmental differences between techniques, and reveals the importance of the anchoring method as well as the enormous benefit in reusing building structures. Results obtained for conventional beams are displayed in tables ready to use in LCAs with broader boundary systems.
NOMENCLATURE Variables and units:Latin upper-case letters ∆C: increase of the bending capacity Ar: Area of the added strengthening piece M0: Original beam bending capacity MT: Required bending moment N p c: Axial force in concrete considering a parabolic distribution M p c: Bending moment in concrete considering a parabolic distribution N r c: Axial force in concrete considering a rectangular distribution M r c: Bending moment in concrete considering a rectangular distribution MJ-Eq: MJ of non-renewable primary energy Er: Young modulus of the new strengthening material (steel or CFRP) Es: Young modulus of the existing rebars steel L: Length of the beam LT: Total length of the reinforcement Ls: Length of the part of the beam with insufficient bearing capacity La: Anchorage length Vrd,anch: Design shear stress of the anchorage Tsd: Required shear stress Greek lower-case letters εc max : Maximum strain in concrete εs1: Strain in the tensile rebar εs2 : Strain in the compression rebar εr: Strain in the strengthening material Latin lower-case letters b: overall width of a beam cross-section d: distance between the most compressed concrete fiber and the most tensioned rebar d': rebar cover fdr: yielding stress of the new strengthening material (steel or CFRP) fcd: design value of concrete compressive strength f yd: yielding stress of the existing rebars steel h: overall depth of a beam cross-section h/b: relation between depth and width of a cross-section beam kgCO2-eq: kilograms of CO2 equivalent s1: Tensile rebars s2: Compressive rebars x: neutral axis depth z: distance between the most compressed concrete fiber and the reinforcement axis position Acronyms: