Adaptive Crack Modeling with Interface Solid Elements for Plain and Fiber Reinforced Concrete Structures
The effective analysis of the nonlinear behavior of cement-based engineering structures not only demands physically-reliable models, but also computationally-efficient algorithms. Based on a continuum interface element formulation that is suitable to capture complex cracking phenomena in concrete ma...
Main Authors: | Yijian Zhan, Günther Meschke |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2017-07-01
|
Series: | Materials |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1944/10/7/771 |
Similar Items
-
Impact of Concrete Type on Crack Resistance of Reinforced Concrete Constructions
by: Victor S. Shevtsov, et al.
Published: (2012-05-01) -
A multiphase model for reinforced concrete structures considering the concrete cracking
by: M. P. Figueiredo, et al. -
Calculation methods analysis of cracked reinforced concrete bending elements curvatures / Supleišėjusių lenkiamųjų gelžbetoninių elementų kreivių skaičiavimo metodų analizė
by: Algis Seniūnas
Published: (2011-06-01) -
THE INFLUENCE OF THE PRE-ORGANIZED CRACKS IN THE TENSILE ZONE OF THE REINFORCED CONCRETE BEAM UNDER STATICALLY SHORT-TERM LOADING
by: A. Chhom, et al.
Published: (2018-02-01) -
Predicting the Width of Corrosion-Induced Cracks in Reinforced Concrete Using a Damage Model Based on Fracture Mechanics
by: Shinichiro Okazaki, et al.
Published: (2020-07-01)