Cohesive zone models: a critical review of traction-separation relationships across fracture surfaces
K Park, GH Paulino - Applied Mechanics Reviews, 2011 - asmedigitalcollection.asme.org
One of the fundamental aspects in cohesive zone modeling is the definition of the traction-
separation relationship across fracture surfaces, which approximates the nonlinear fracture …
separation relationship across fracture surfaces, which approximates the nonlinear fracture …
Characterization of the orientation profile of steel fiber reinforced concrete
F Laranjeira, S Grünewald, J Walraven, C Blom… - Materials and …, 2011 - Springer
The orientation of fibers has a pronounced influence on the tensile behavior of steel fiber
reinforced concrete (SFRC) and, consequently, this aspect should be considered in …
reinforced concrete (SFRC) and, consequently, this aspect should be considered in …
Simulation of crack propagation of fiber reinforced cementitious composite under direct tension
Mode I crack propagation in fiber reinforced cementitious composite is simulated based on
fracture mechanics criteria. To analyze crack propagation, a superposition method is …
fracture mechanics criteria. To analyze crack propagation, a superposition method is …
Investigation on stress-crack opening relationship of engineered cementitious composites using inverse approach
J Zhang, X Ju - Cement and concrete research, 2011 - Elsevier
The stress-crack opening relationship of engineered cementitious composites was
determined with an inverse method. Four cement matrixes with water to cement ratio of 0.55 …
determined with an inverse method. Four cement matrixes with water to cement ratio of 0.55 …
A general 3D approach for the analysis of multi-axial fracture behavior of reinforced concrete elements
R Cerioni, P Bernardi, E Michelini, A Mordini - Engineering Fracture …, 2011 - Elsevier
The behavior of cracked reinforced concrete structural components is here analyzed through
a three-dimensional model, which includes all the interface phenomena generated along …
a three-dimensional model, which includes all the interface phenomena generated along …
The role of fiber reinforcement in mitigating shrinkage cracks in concrete
Tensile stresses are generated in concrete when volume changes caused by moisture loss,
temperature reductions, and chemical reactions are restrained. If these tensile stresses are …
temperature reductions, and chemical reactions are restrained. If these tensile stresses are …
[图书][B] Restrained shrinkage cracking of concrete: The influence of damage localization
K Raoufi - 2011 - search.proquest.com
Tensile stresses are generated in concrete when volume changes caused by moisture loss,
temperature reductions, and chemical reactions are restrained. When these tensile stresses …
temperature reductions, and chemical reactions are restrained. When these tensile stresses …
纤维增强水泥薄板及其复合梁抗弯性能研究
李启宏， 张君， 赵金平 - 工程力学, 2011 - engineeringmechanics.cn
实验研究了纤维对水泥基复合材料抗弯性能的影响. 结果表明, 聚乙烯醇(PVA)
纤维增强挤压脱水成型板材在弯曲荷载作用下呈现多点开裂, 应变硬化的特性, 具有良好的延性 …
纤维增强挤压脱水成型板材在弯曲荷载作用下呈现多点开裂, 应变硬化的特性, 具有良好的延性 …
[图书][B] Flowable fibrous concrete for thin pavement inlays
AC Bordelon - 2011 - search.proquest.com
Synthetic fibers within a flowable fibrous concrete (FFC) mixture were characterized by
relating their spatial distribution and orientations, determined from x-ray computed …
relating their spatial distribution and orientations, determined from x-ray computed …
[PDF][PDF] Load bearing capacity prediction of steel fiber reinforced concrete elements subjected to bending loads
A Pupurs - 2011 - Citeseer
At present concrete researchers and engineers in European and world-wide level are
focusing their efforts towards developing generally accepted international design …
focusing their efforts towards developing generally accepted international design …