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1. Ultra High-Performance Fibre-Reinforced Cementitious Composites as the Link Between Structural Durability and Sustainability: The Experience of the H2020 Project ReSHEALience

2. Recommendation of RILEM TC 256-SPF on fire spalling assessment during standardised fire resistance tests: complementary guidance and requirements

3. Ultra High-Performance Fiber-Reinforced Cementitious Composites for Thin Double-Curved Façade Shells

6. Multi-performance experimental assessment of autogenous and crystalline admixture-stimulated self-healing in UHPFRCCs: Validation and reliability analysis through an inter-laboratory study

8. Recommendation of RILEM TC 256-SPF on the method of testing concrete spalling due to fire: material screening test

14. Bond shear modulus in reinforced concrete at high temperature: A design‐oriented approach.

24. Recommendation of RILEM TC 256-SPF on fire spalling assessment during standardised fire resistance tests: complementary guidance and requirements

30. Fracture Behavior of Three-Dimensional-Printable Cementitious Mortars in Very Early Ages and Hardened States.

35. fib Bulletin 106. Advances on bond in concrete

40. The effect of furnace steel slag powder on the performance of cementitious mortar at ambient temperature and after exposure to elevated temperatures

41. Bond shear modulus in reinforced concrete at high temperature: General trends from test results.

42. Concrete spalling: Interaction between tensile behaviour and pore pressure during heating

43. Concrete spalling sensitivity versus microstructure: Preliminary results on the effect of polypropylene fibers

45. Influence of the Test Method in the Assessment of Concrete Sensitivity to Explosive Spalling

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