Adoption of the Willam-Warnke Failure Criterion for Describing Behavior of Ca-Si Hollow Blocks

Łukasz Drobiec; Radosław Jasiński

doi:10.1016/j.proeng.2017.06.239

Adoption of the Willam-Warnke Failure Criterion for Describing Behavior of Ca-Si Hollow Blocks

Katedra Konstrukcji Budowlanych (RB/RB2)

Wyniki badań: Wkład do czasopisma › Artykuł z konferencji › recenzja

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Abstrakt

In the paper the proposal of methods to determine the failure surface of masonry made of hollow silicate units has been presented. In order to build the numerical model, the material model based on Willam-Warnke failure criterion has been created. To determine this surface, some tests of silicate cylinder in uniaxial, biaxial and triaxial stress state was conducted. Additionally, some tests of hollow blocks of silicate in triaxial stress state were made. These tests allowed to point of the meridians of the failure surface.

Język oryginału	angielski
Strony (od–do)	470-477
Liczba stron	8
Czasopismo	Procedia Engineering
Tom	193
Identyfikatory DOI	https://doi.org/10.1016/j.proeng.2017.06.239
Status publikacji	Opublikowano - 2017
Wydarzenie	International Conference on Analytical Models and New Concepts in Concrete and Masonry Structures, AMCM 2017 - Gliwice, Polska Czas trwania: 5 cze 2017 → 7 cze 2017

Obszary tematyczne ASJC Scopus

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10.1016/j.proeng.2017.06.239

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title = "Adoption of the Willam-Warnke Failure Criterion for Describing Behavior of Ca-Si Hollow Blocks",

abstract = "In the paper the proposal of methods to determine the failure surface of masonry made of hollow silicate units has been presented. In order to build the numerical model, the material model based on Willam-Warnke failure criterion has been created. To determine this surface, some tests of silicate cylinder in uniaxial, biaxial and triaxial stress state was conducted. Additionally, some tests of hollow blocks of silicate in triaxial stress state were made. These tests allowed to point of the meridians of the failure surface.",

keywords = "FEM, Willam-Warnke failure criteria, discrete numerical model, masonry, triaxial and uniaxial investigations",

author = "{\L}ukasz Drobiec and Rados{\l}aw Jasi{\'n}ski",

note = "Publisher Copyright: {\textcopyright} 2017 The Authors.; International Conference on Analytical Models and New Concepts in Concrete and Masonry Structures, AMCM 2017 ; Conference date: 05-06-2017 Through 07-06-2017",

year = "2017",

doi = "10.1016/j.proeng.2017.06.239",

language = "English",

volume = "193",

pages = "470--477",

journal = "Procedia Engineering",

issn = "1877-7058",

publisher = "Elsevier Ltd.",

}

TY - JOUR

T1 - Adoption of the Willam-Warnke Failure Criterion for Describing Behavior of Ca-Si Hollow Blocks

AU - Drobiec, Łukasz

AU - Jasiński, Radosław

PY - 2017

Y1 - 2017

N2 - In the paper the proposal of methods to determine the failure surface of masonry made of hollow silicate units has been presented. In order to build the numerical model, the material model based on Willam-Warnke failure criterion has been created. To determine this surface, some tests of silicate cylinder in uniaxial, biaxial and triaxial stress state was conducted. Additionally, some tests of hollow blocks of silicate in triaxial stress state were made. These tests allowed to point of the meridians of the failure surface.

AB - In the paper the proposal of methods to determine the failure surface of masonry made of hollow silicate units has been presented. In order to build the numerical model, the material model based on Willam-Warnke failure criterion has been created. To determine this surface, some tests of silicate cylinder in uniaxial, biaxial and triaxial stress state was conducted. Additionally, some tests of hollow blocks of silicate in triaxial stress state were made. These tests allowed to point of the meridians of the failure surface.

KW - FEM

KW - Willam-Warnke failure criteria

KW - discrete numerical model

KW - masonry

KW - triaxial and uniaxial investigations

UR - https://www.scopus.com/pages/publications/85029356483

U2 - 10.1016/j.proeng.2017.06.239

DO - 10.1016/j.proeng.2017.06.239

M3 - Conference article

AN - SCOPUS:85029356483

SN - 1877-7058

VL - 193

SP - 470

EP - 477

JO - Procedia Engineering

JF - Procedia Engineering

T2 - International Conference on Analytical Models and New Concepts in Concrete and Masonry Structures, AMCM 2017

Y2 - 5 June 2017 through 7 June 2017

ER -

Adoption of the Willam-Warnke Failure Criterion for Describing Behavior of Ca-Si Hollow Blocks

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