Evolutions of SIFs of concrete under sustained loading by considering the effects of stress relaxations

Wei Dong, Jie Li, Xue Zhang, Binsheng Zhang

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Abstract

Sustained loading has an important impact on concrete structures in service due to deteriorations of material properties and degradations of durability. Sustained loading and three-point bending (TPB) tests were carried out to study the influence of long-term loading on the fracture of concrete. The specimens were firstly tested under three load levels, i.e. 30% and 60% of the maximum load and the crack initiation load over 30 days. After that, these specimens were removed from the loading frames and immediately loaded up to failure under static TPB loading. The critical crack propagation length (¿ac), the initial cracking load (Pini), the peak load (Pmax) and the fracture energy (Gf) were obtained in the TPB tests. Accordingly, the initial fracture toughness (KICini) and the unstable fracture toughness (KICun) were determined by considering the stress relaxation at the pre-crack tip. Furthermore, the fracture properties of concrete affected by the long-term loading can be obtained by comparing with those from the static TPB tests. The results indicated that the stress relaxation at the pre-crack tip caused by the viscoelasticity of concrete led to the increases in Pini and Pmax, but had almost no effects on ¿ac and Gf. The formulae for calculating KICini and KICun from linear elastic fracture mechanics would no longer be appropriate for those creep specimens and would overestimate the values of KICini and KICun. By taking into account the stress relaxation, the calculated values of KICini and KICun for the creep specimens were almost the same as those under the static loading. Therefore, the values of KICini and KICun derived from the static TPB tests can still be used to evaluate the cracking-resistance of concrete materials and the stability of concrete structures under different load levels.
Original languageEnglish
JournalJournal of Materials in Civil Engineering
Volume31
Issue number12
Early online date18 Sep 2019
DOIs
Publication statusPublished - 31 Dec 2019

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Bending tests
Stress relaxation
Concretes
Concrete construction
Crack tips
Fracture toughness
Creep
Fracture energy
Viscoelasticity
Crack initiation
Fracture mechanics
Deterioration
Crack propagation
Materials properties
Durability
Degradation

Keywords

  • concrete
  • fracture properties
  • SIF
  • sustained loading
  • stress relaxation

Cite this

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title = "Evolutions of SIFs of concrete under sustained loading by considering the effects of stress relaxations",
abstract = "Sustained loading has an important impact on concrete structures in service due to deteriorations of material properties and degradations of durability. Sustained loading and three-point bending (TPB) tests were carried out to study the influence of long-term loading on the fracture of concrete. The specimens were firstly tested under three load levels, i.e. 30{\%} and 60{\%} of the maximum load and the crack initiation load over 30 days. After that, these specimens were removed from the loading frames and immediately loaded up to failure under static TPB loading. The critical crack propagation length (¿ac), the initial cracking load (Pini), the peak load (Pmax) and the fracture energy (Gf) were obtained in the TPB tests. Accordingly, the initial fracture toughness (KICini) and the unstable fracture toughness (KICun) were determined by considering the stress relaxation at the pre-crack tip. Furthermore, the fracture properties of concrete affected by the long-term loading can be obtained by comparing with those from the static TPB tests. The results indicated that the stress relaxation at the pre-crack tip caused by the viscoelasticity of concrete led to the increases in Pini and Pmax, but had almost no effects on ¿ac and Gf. The formulae for calculating KICini and KICun from linear elastic fracture mechanics would no longer be appropriate for those creep specimens and would overestimate the values of KICini and KICun. By taking into account the stress relaxation, the calculated values of KICini and KICun for the creep specimens were almost the same as those under the static loading. Therefore, the values of KICini and KICun derived from the static TPB tests can still be used to evaluate the cracking-resistance of concrete materials and the stability of concrete structures under different load levels.",
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Evolutions of SIFs of concrete under sustained loading by considering the effects of stress relaxations. / Dong, Wei; Li, Jie; Zhang, Xue; Zhang, Binsheng.

In: Journal of Materials in Civil Engineering, Vol. 31, No. 12, 31.12.2019.

Research output: Contribution to journalArticle

TY - JOUR

T1 - Evolutions of SIFs of concrete under sustained loading by considering the effects of stress relaxations

AU - Dong, Wei

AU - Li, Jie

AU - Zhang, Xue

AU - Zhang, Binsheng

N1 - Acceptance in SAN AAM: no embargo specified in Romeo 'Current' badge in wrong date field - sticking at epub. ET 6/11/19

PY - 2019/12/31

Y1 - 2019/12/31

N2 - Sustained loading has an important impact on concrete structures in service due to deteriorations of material properties and degradations of durability. Sustained loading and three-point bending (TPB) tests were carried out to study the influence of long-term loading on the fracture of concrete. The specimens were firstly tested under three load levels, i.e. 30% and 60% of the maximum load and the crack initiation load over 30 days. After that, these specimens were removed from the loading frames and immediately loaded up to failure under static TPB loading. The critical crack propagation length (¿ac), the initial cracking load (Pini), the peak load (Pmax) and the fracture energy (Gf) were obtained in the TPB tests. Accordingly, the initial fracture toughness (KICini) and the unstable fracture toughness (KICun) were determined by considering the stress relaxation at the pre-crack tip. Furthermore, the fracture properties of concrete affected by the long-term loading can be obtained by comparing with those from the static TPB tests. The results indicated that the stress relaxation at the pre-crack tip caused by the viscoelasticity of concrete led to the increases in Pini and Pmax, but had almost no effects on ¿ac and Gf. The formulae for calculating KICini and KICun from linear elastic fracture mechanics would no longer be appropriate for those creep specimens and would overestimate the values of KICini and KICun. By taking into account the stress relaxation, the calculated values of KICini and KICun for the creep specimens were almost the same as those under the static loading. Therefore, the values of KICini and KICun derived from the static TPB tests can still be used to evaluate the cracking-resistance of concrete materials and the stability of concrete structures under different load levels.

AB - Sustained loading has an important impact on concrete structures in service due to deteriorations of material properties and degradations of durability. Sustained loading and three-point bending (TPB) tests were carried out to study the influence of long-term loading on the fracture of concrete. The specimens were firstly tested under three load levels, i.e. 30% and 60% of the maximum load and the crack initiation load over 30 days. After that, these specimens were removed from the loading frames and immediately loaded up to failure under static TPB loading. The critical crack propagation length (¿ac), the initial cracking load (Pini), the peak load (Pmax) and the fracture energy (Gf) were obtained in the TPB tests. Accordingly, the initial fracture toughness (KICini) and the unstable fracture toughness (KICun) were determined by considering the stress relaxation at the pre-crack tip. Furthermore, the fracture properties of concrete affected by the long-term loading can be obtained by comparing with those from the static TPB tests. The results indicated that the stress relaxation at the pre-crack tip caused by the viscoelasticity of concrete led to the increases in Pini and Pmax, but had almost no effects on ¿ac and Gf. The formulae for calculating KICini and KICun from linear elastic fracture mechanics would no longer be appropriate for those creep specimens and would overestimate the values of KICini and KICun. By taking into account the stress relaxation, the calculated values of KICini and KICun for the creep specimens were almost the same as those under the static loading. Therefore, the values of KICini and KICun derived from the static TPB tests can still be used to evaluate the cracking-resistance of concrete materials and the stability of concrete structures under different load levels.

KW - concrete

KW - fracture properties

KW - SIF

KW - sustained loading

KW - stress relaxation

U2 - 10.1061/(ASCE)MT.1943-5533.0002949

DO - 10.1061/(ASCE)MT.1943-5533.0002949

M3 - Article

VL - 31

JO - Journal of Materials in Civil Engineering

JF - Journal of Materials in Civil Engineering

SN - 0899-1561

IS - 12

ER -