Failure Criteria and Constitutive Model of Polypropylene Fiber–Reinforced Expansive Self-Consolidating Concrete under Biaxial Loading
Abstract
Understanding the biaxial mechanical behavior of polypropylene fiber–reinforced expansive self-consolidating concrete (PPESCC) is of critical significance for predicting the response of a structure under multiaxial compression or multiaxial compression and tension. To study the combined effects of polypropylene fiber and expansive agent on strength, the addition of an expansive agent (8% by cementitious material mass) and the volume fraction of...
Paper Details
Title
Failure Criteria and Constitutive Model of Polypropylene Fiber–Reinforced Expansive Self-Consolidating Concrete under Biaxial Loading
Published Date
Dec 1, 2021
Volume
33
Issue
12
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