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Cohesive zone modeling thesis proposal

Cohesive zone modeling thesis proposal FOR RIGID PAVEMENT

Program Element Code(s):

ABSTRACT

This project develops novel multifunctional and functionally graded concrete materials (FGCMs) for the civil infrastructure. FGCMs contain multiple sub-regions within the structural layer with assorted concrete constituents transporting out a predefined compositional function, e.g. functionally graded fiber-reinforced layer of concrete with assorted through-thickness toughness. A multi-scale testing (including small-scale specimen fracture tests and big-scale tests of concrete slabs), modeling, and education plan will most likely be transported out to own project goals. The integrated modeling will most likely be accomplished by distinct constitutive descriptions for the bulk (with special graded finite elements) along with the ?separation? (cracked) materials through along with a tailored cohesive zone model approach able to capture material degradation and material gradient effects inside the mesoscale. An internet-based internal bond (VIB) model may also be formulated having a continuum method of strain localization obtaining a completely new pair-bond potential concept.

An extensive educational plan’s clearly necessary to the prosperity of the work since teaching of scholars (in-achieve) and practicing engineers (out-achieve) are needed to apply the multi-scale FGCM testing and fracture modeling program. The integrated research and education plan’s envisioned obtaining a comprehensive effect on the next areas: infrastructure materials research, civil engineering student education through advancement of a built-in design course at UIUC on ?Engineering Functionally Graded Concrete Materials for the Infrastructure. interaction with practicing engineers through advancement of technology transfer activities (e.g.

Cohesive zone modeling thesis proposal Fracture behavior and qualities of

short courses), research experience and mentoring for undergraduate students and graduate research assistants, and summer time time time mentoring and research experience for underrepresented students.

PUBLICATIONS Created Because Of These Studies

Note: When hitting an electronic Object Identifier (DOI) number, you’ll be showed up in an exterior site maintained using the author. Some full text articles might not yet be for sale with no charge with the embargo (administrative interval).

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Park, K. Paulino, G.H. and Roesler, J. “Cohesive Fracture Model for Functionally Graded Fiber Reinforced Concrete,” Cement and Concrete Research. v.40, 2010, p. 956.

Park, K. Paulino, G.H. and Roesler, J.R. “A Unified Potential-Based Cohesive Type of Mixed-Mode Fracture,” Journal within the Mechanics and Physics of Solids. v.57, 2009, p. 891.

Park, K. Paulino, G.H. and Roesler, J. “Cohesive Fracture Model for Functionally Graded Fiber Reinforced Concrete,” Cement and Concrete Research. v.40, 2010, p. 956. doiID

Evangelista, junior, F. Roesler, J.R. and Paulino, G.H. “Record Simulations within the Fracture Resistance of Functionally Graded Concrete Materials,” Transportation Research Record. v.2113, 2009, p. 122.

Park, K. Paulino, G.H. and Roesler, J.R. “A Unified Potential-Based Cohesive Type of Mixed-Mode Fracture,” Journal within the Mechanics and Physics of Solids.

Cohesive zone modeling thesis proposal to the

v.57, 2009, p. 891. doiID

Evangelista, junior, F. Roesler, J.R. and Paulino, G.H. “Record Simulations within the Fracture Resistance of Functionally Graded Concrete Materials,” Transportation Research Record. v.2113, 2009, p. 122. doiID

Park, K Paulino, GH Roesler, Junior. “Virtual internal pair-bond model for quasi-brittle materials,” JOURNAL OF ENGINEERING MECHANICS-ASCE. v.134, 2008, p. 856. View record at Web of Science doiID

Park, K Paulino, GH Roesler, Junior. “Resolution in the kink cause of the bilinear softening model for concrete,” ENGINEERING FRACTURE MECHANICS. v.75, 2008, p. 3806. View record at Web of Science doiID

CONFERENCE PROCEEDINGS Created Because Of These Studies

Roesler, J Bordelon, A Gaedicke, C Park, K Paulino, G. “Fracture behavior and characteristics of functionally graded fiber-reinforced concrete,” in ninth Worldwide Conference on Multiscale and Functionally Graded Materials.. v.973, 2008, p. 513-518. View record at Web of Science

Park, K Paulino, GH Roesler, Junior. “Concrete fracture conjecture using virtual internal bond model with modified Morse functional potential,” in ninth Worldwide Conference on Multiscale and Functionally Graded Materials.. v.973, 2008, p. 724-729. View record at Web of Science

BOOKS/Once PROCEEDING

Amirkhanian, Armen Spring, Daniel
Roesler, Jeffery Park, Kyoungsoo, Park
Paulino, Glaucio. “Disk-produced Compact Tension Test for
Plain Concrete”,&nbsp05/01/2010-04/30/2011,&nbsp&nbsp2011,&nbsp”ASCE T&DI First Congress”.

DANIEL WILLIAM SPRING. “COHESIVE ZONE MODELING OF FRACTURE OF SUSTAINABLE AND
FUNCTIONALLY GRADED CONCRETE”,&nbsp05/01/2010-04/30/2011,&nbsp, College of Illinois”Master’s Thesis” ,&nbsp&nbsp2011,&nbsp”Spring, D.W. (2011), COHESIVE ZONE MODELING OF FRACTURE OF SUSTAINABLE AND
FUNCTIONALLY GRADED CONCRETE, Master’s thesis, College of Illinois, Urbana-Champaign.”.

Evangelista Junior, F. Roesler, J. and Paulino, G.H. “FUNCTIONALLY LAYERED CONCRETE MATERIALS (FLCM)
FOR RIGID PAVEMENT SYSTEMS USING FIBERS AND
RECYCLED CONCRETE AGGREGATE (RCA)
“,&nbsp05/01/2010-04/30/2011,&nbsp, IV Congress of Brazilian Association for Pavement Engineering (ABPV)&nbsp2009,&nbsp”Evangelista Junior, F. Roesler, J. and Paulino, G.(2009) Functionally Layered Concrete Materials for Rigid Pavement Systems using Fibers and Recycled Concrete Aggregates, IV Congress”.

Amirkhanian, Armen Spring, Daniel
Roesler, Jeffery Park, Kyoungsoo, Park
Paulino, Glaucio. “Disk-produced Compact Tension Test for
Plain Concrete”,&nbsp05/01/2011-04/30/2012,&nbsp&nbsp2011,&nbsp”ASCE T&DI First Congress”.

DANIEL WILLIAM SPRING. “COHESIVE ZONE MODELING OF FRACTURE OF SUSTAINABLE AND
FUNCTIONALLY GRADED CONCRETE”,&nbsp05/01/2011-04/30/2012,&nbsp, College of Illinois”Master’s Thesis” ,&nbsp&nbsp2011,&nbsp”Spring, D.W. (2011), COHESIVE ZONE MODELING OF FRACTURE OF SUSTAINABLE AND
FUNCTIONALLY GRADED CONCRETE, Master’s thesis, College of Illinois, Urbana-Champaign.”.

Evangelista Junior, F. Roesler, J. and Paulino, G.H. “FUNCTIONALLY LAYERED CONCRETE MATERIALS (FLCM)
FOR RIGID PAVEMENT SYSTEMS USING FIBERS AND
RECYCLED CONCRETE AGGREGATE (RCA)
“,&nbsp05/01/2011-04/30/2012,&nbsp, IV Congress of Brazilian Association for Pavement Engineering (ABPV)&nbsp2009,&nbsp”Evangelista Junior, F. Roesler, J. and Paulino, G.(2009) Functionally Layered Concrete Materials for Rigid Pavement Systems using Fibers and Recycled Concrete Aggregates, IV Congress”.

Armen N Amirkhanian. “Characteristics of Functionally Graded Slabs”,&nbsp05/01/2011-04/30/2012,&nbsp”College of Illinois” ,&nbsp&nbsp2012,&nbsp”Amirkhanian (2012) Masters Thesis. College of Illinois”.

Armen N Amirkhanian, Jeffery R. Roesler. “Synthetic Fiber Content Measurement in
Concrete Using Neutron Thermalization”,&nbsp05/01/2011-04/30/2012,&nbsp&nbsp2012,&nbsp”Amirkhanian, Armen N, Roesler, Jeffery
R. “Synthetic Fiber Content
Measurement in Concrete Using
Neutron Thermalization” Proceedings
within the tenth Worldwide Conference on”.

Please report errors in award information by conntacting: awardsearch@nsf.gov.


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