Durability of Concrete Structures Incorporating Conventional and Advanced Materials
Also Known As:
ACI SP-331:2019 is a special publication that focuses on the durability of concrete structures incorporating conventional and advanced materials. The publication contains nine papers selected from two technical sessions held in the ACI Spring Convention in March 2017.
The topics covered in the papers include the thermal detection of subsurface delaminations in reinforced concrete bridge decks using unmanned aerial vehicles, bond behavior of concrete strengthened with fiber-reinforced polymer (FRP) laminates and near surface mounted (NSM) bars subjected to accelerated aging using freeze-thaw cycles, cyclic loading behavior of carbon fiber-reinforced polymer (CFRP)-wrapped non-ductile beam-column joints, implications of high plasticity soils in bridge mechanically stabilized earth (MSE) wall embankments, long-term durability of glass fiber-reinforced polymer (GFRP) internal reinforcement in concrete structures, improving the durability of impact damaged prestressed concrete bridge girders using CFRP rod panel retrofit, experimental investigation of CFRP prestressed concrete beams, behavior of full-scale damaged beams repaired using a steel reinforced polymer (SRP) technique, and durability investigations into CFRP-confined concrete in sulfuric acid.
These papers were selected based on their relevance and contribution to understanding the durability of concrete structures and the use of conventional and advanced materials to enhance durability. The authors of the papers include various experts in the field who conducted extensive research and experimentation to address the challenges and advancements in concrete durability.
| Descriptors | Durability |
| Language(s) | English |
| File Size | 13.7 MB |
