• Effect of silica fume, steel fiber and ITZ on the strength and fracture behavior of mortar 

      wang, xiao hui; Jacobsen, Stefan; Lee, Siaw Foon; He, Jianying; Zhang, Zhiliang (Journal article; Peer reviewed, 2010)
      Two sets of parameters known to affect the quality and thickness of the interfacial transition zone (ITZ), i.e. water/binder ratio and content of silica fume were varied in a series of mortars without and with steel fiber. ...
    • Reactivity tests for supplementary cementitious materials: RILEM TC 267-TRM phase 1 

      Li, Xuerun; Snellings, Ruben; Antoni, Mathieu; Alderete, Natalia Mariel; Ben Haha, Mohsen; Bishnoi, Shashank; Cizer, Özlem; Cyr, Martin; De Weerdt, Klaartje; Dhandapani, Yuvaraj; Duchesne, Josée; Haufe, Johannes; Hooton, Doug; Juenger, Maria; Kamali-Bernard, Siham; Kramar, Sabina; Marroccoli, Milena; Joseph, Aneeta Mary; Parashar, Anuj; Patapy, Cedric; Provis, John L.; Sabio, Sergio; Santhanam, Manu; Steger, Laurent; Sui, Tongbo; Telesca, Antonio; Vollpracht, Anya; Vargas, Felipe; Walkley, Brant; Winnefeld, Frank; Ye, Guang; Zajac, Maciej; Zhang, Shizhe; Scrivener, Karen L. (Journal article; Peer reviewed, 2018)
      A primary aim of RILEM TC 267-TRM: “Tests for Reactivity of Supplementary Cementitious Materials (SCMs)” is to compare and evaluate the performance of conventional and novel SCM reactivity test methods across a wide range ...
    • Structural behaviour of layered beams with fibre-reinforced LWAC and normal density concrete 

      Nes, Linn Grepstad; Øverli, Jan Arve (Journal article; Peer reviewed, 2016)
      The hybrid concrete structures investigated in this project were beams composed of two layers of different types of concrete. Normal density concrete (NC) was used in the top layer combined with a layer of fibre-reinforced ...
    • The effect of realistic curing temperature on the strength and E-modulus of concrete 

      Klausen, Anja Birgitta Estensen; Kanstad, Terje; Bjøntegaard, Øyvind; Sellevold, Erik Johan (Journal article; Peer reviewed, 2018)
      The strength and E-modulus of concrete are decisive parameters when it comes to ultimate limit state design, serviceability limit state design, and early age crack assessment. The properties of concrete are generally ...
    • The effect of the steel-concrete interface on chlorideinduced corrosion initiation in concrete: a critical review by RILEM TC 262-SCI 

      Angst, Ueli M; Geiker, Mette Rica; Alonso, Maria Cruz; Polder, Rob; Isgor, Burkan; Elsener, Bernhard; Wong, Hong; Michel, Alexander; Hornbostel, Karla; Gehlen, Christoph; Francois, Raoul; Sanchez, Mercedes; Criado, Maria; Sørensen, Henrik; Hansson, Carolyn M; Pillai, Radhakrishna; Mundra, Shishir; Gulikers, Joost; Raupach, Michael; Pacheco, José F.; Sagues, Alberto (Journal article; Peer reviewed, 2019)
      The steel–concrete interface (SCI) is known to influence corrosion of steel in concrete. However, due to the numerous factors affecting the SCI—including steel properties, concrete properties, execution, and exposure ...