UHPC Creep and Shrinkage: Test Data and Predictive Models

(27:33)

Creep Behavior of Self-Consolidating Concrete Reinforced with Hybrid Fibers

(9:55)

Rheology Control of UHPC

(18:44)

A Probabilistic Model for Predicting Early-Age Creep Deformation of SCC Members

(19:9)

Shrinkage and Creep of SCC used for Precast, Prestressed Applications

(24:4)

Fiber Orientation in UHPC Tensile Tests

(18:54)

Effect of Tensile Strength and Ductility of UHPC on the Development Length of Steel Reinforcement

(18:2)

Implementation of UHPC Decked I-Beam in Ontario, Canada

(16:46)

Low Shrinkage UHPC - The Why, How, and Where?

(18:3)

Difference between Shrinkage and Creep

(5:24)

Experimental Investigation of Shear Behavior of UHPC Considering Axial Load Effects

(7:34)

Cheap, ultra-high performance concrete

(3:6)

Rheological Properties of UHPC

(26:19)

Durability Based Design of UHPC Structures: A Performance Approach on Extensive Laboratory Research

(22:37)

Trinic UHPC development

(2:1econd)

Determining Progressive Creep Strain for a Material Using Creep Testing

(4:25)

Creep of Concrete

(57:26)

MIXING UHPC

(2:20)

The highest concrete strength mixed C140 or 140MPa #innovation #subscribe #construction#concrete

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