Experimental Study to Determine the Failure Criteria of Concrete at Its Early-Age
The failure criteria and the constitutive relation of materials for an early-age concrete are the most common reasons to conduct the nonlinear analysis and to assess the concrete structures during the construction stage. The delay of theoretical advancement in this field resulted into a mismatch bet...
Saved in:
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2015-01-01
|
| Series: | Advances in Materials Science and Engineering |
| Online Access: | http://dx.doi.org/10.1155/2015/423065 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1832552607973900288 |
|---|---|
| author | Hongyan Ding Lei Zhang Puyang Zhang |
| author_facet | Hongyan Ding Lei Zhang Puyang Zhang |
| author_sort | Hongyan Ding |
| collection | DOAJ |
| description | The failure criteria and the constitutive relation of materials for an early-age concrete are the most common reasons to conduct the nonlinear analysis and to assess the concrete structures during the construction stage. The delay of theoretical advancement in this field resulted into a mismatch between the rough theories and the advanced algorithms, which were adopted for the estimation and analysis of early-age concrete structures. It is often impossible to find an appropriate way to determine the failure criteria and its constitutive relation that may serve as a baseline. As a consequence, the development and the application of advanced techniques of construction, for example, early dismantling construction technique of formwork, have severely been restrained. Therefore, the study of the failure criteria and its constitutive relation of concrete materials at early-age are important. In this paper, the cubic compressive strength, the prismatic compressive strength, and the axial tensile strength are determined by carrying out a strength test on C20 concrete material at an early-age. Next, the failure criteria of C20 early-age concrete material in the octahedral stress space have been studied and analyzed by using the regression analysis and by deriving the mathematical relation. |
| format | Article |
| id | doaj-art-f453d44d65f44269aabf62ff05471867 |
| institution | Kabale University |
| issn | 1687-8434 1687-8442 |
| language | English |
| publishDate | 2015-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Materials Science and Engineering |
| spelling | doaj-art-f453d44d65f44269aabf62ff054718672025-02-03T05:58:16ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422015-01-01201510.1155/2015/423065423065Experimental Study to Determine the Failure Criteria of Concrete at Its Early-AgeHongyan Ding0Lei Zhang1Puyang Zhang2State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, ChinaSchool of Civil Engineering, Tianjin University, Tianjin 300072, ChinaState Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, ChinaThe failure criteria and the constitutive relation of materials for an early-age concrete are the most common reasons to conduct the nonlinear analysis and to assess the concrete structures during the construction stage. The delay of theoretical advancement in this field resulted into a mismatch between the rough theories and the advanced algorithms, which were adopted for the estimation and analysis of early-age concrete structures. It is often impossible to find an appropriate way to determine the failure criteria and its constitutive relation that may serve as a baseline. As a consequence, the development and the application of advanced techniques of construction, for example, early dismantling construction technique of formwork, have severely been restrained. Therefore, the study of the failure criteria and its constitutive relation of concrete materials at early-age are important. In this paper, the cubic compressive strength, the prismatic compressive strength, and the axial tensile strength are determined by carrying out a strength test on C20 concrete material at an early-age. Next, the failure criteria of C20 early-age concrete material in the octahedral stress space have been studied and analyzed by using the regression analysis and by deriving the mathematical relation.http://dx.doi.org/10.1155/2015/423065 |
| spellingShingle | Hongyan Ding Lei Zhang Puyang Zhang Experimental Study to Determine the Failure Criteria of Concrete at Its Early-Age Advances in Materials Science and Engineering |
| title | Experimental Study to Determine the Failure Criteria of Concrete at Its Early-Age |
| title_full | Experimental Study to Determine the Failure Criteria of Concrete at Its Early-Age |
| title_fullStr | Experimental Study to Determine the Failure Criteria of Concrete at Its Early-Age |
| title_full_unstemmed | Experimental Study to Determine the Failure Criteria of Concrete at Its Early-Age |
| title_short | Experimental Study to Determine the Failure Criteria of Concrete at Its Early-Age |
| title_sort | experimental study to determine the failure criteria of concrete at its early age |
| url | http://dx.doi.org/10.1155/2015/423065 |
| work_keys_str_mv | AT hongyanding experimentalstudytodeterminethefailurecriteriaofconcreteatitsearlyage AT leizhang experimentalstudytodeterminethefailurecriteriaofconcreteatitsearlyage AT puyangzhang experimentalstudytodeterminethefailurecriteriaofconcreteatitsearlyage |