Constitutive Model and Blast Resistance Test of Concrete under Low/Room Temperature Curing

被引：0

作者：

Ning J. ^{[1
]}

Yang S. ^{[1
]}

Li Y. ^{[1
]}

Xu X. ^{[1
]}

机构：

[1] State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology, Beijing

来源：

Binggong Xuebao/Acta Armamentarii | 2023年 / 44卷 / 10期

关键词：

blast resistance test; compressive strength; concrete; constitutive model; internal moisture; low / room temperature curing;

D O I：

10.12382/bgxb.2022.1019

中图分类号：

学科分类号：

摘要：

The mechanical properties of concrete materials are closely related to the curing environment. Limited by the construction environment, some concrete structures are poured and formed at high altitudes or in cold, low-temperature conditions. In this work, several uniaxial compressive tests are conducted on concrete specimens cured at both low and room temperatures to study their mechanical properties and blast resistance. Based on the results of these tests, the damage evolution function related to the length of curing is introduced, the plastic flow factor is modified and the constitutive model of concrete under low / room temperature curing is established to predict the mechanical properties of concrete. Blast impact tests of concrete are conducted to compare the blast resistance of concrete blocks under low / room temperature curing. The research results show that: the compressive strength of concrete materials under low-temperature curing is about 34. 6% ~ 56. 8% of that under room temperature curing. Compressive strength is positively correlated with the length of curing and negatively correlated with the internal moisture of the specimens. The mechanical properties of concrete under low / room temperature curing can be effectively predicted by the established concrete constitutive model. The blast resistance of concrete formed by low-temperature curing is reduced, but it still exhibits notable blast resistance capabilities. © 2023 China Ordnance Society. All rights reserved.

引用

页码：2932 / 2943

页数：11

共 20 条

[11]

SHI X D, LI Y Q, LI J L, Et al., Experimental study on the compressive strength of concrete under freeze-thaw cycle actions with different ultralow temperature ranges, Engineering Mechanics, 37, 4, pp. 153-163, (2020)

[12]

SHI X D, WANG W Q, TIAN J L., Experimental study on the compressive strength of concrete of different strength grades experiencing ultralow temperature freeze-thaw cycle actions, Engineering Mechanics, 37, 2, pp. 211-220, (2020)

[13]

HUSEM M, GOZUTOK S., The effects of low temperature curing on the compressive strength of ordinary and high performance concrete, Construction and Building Materials, 19, 1, pp. 49-53, (2005)

[14]

KIM J, HAN S H, SONG Y C., Effect of temperature and aging on the mechanical properties of concrete: Part I. experimental results, Cement and Concrete Research, 32, 7, pp. 1087-1094, (2002)

[15]

KIM J, HAN S H, PARK S K., Effect of temperature and aging on the mechanical properties of concrete: Part II. prediction model, Cement and Concrete Research, 32, 7, pp. 1095-1100, (2002)

[16]

KANG G X, YAN H C, ZHANG Y D, Et al., Experimental and numerical investigation on the damage effects of concrete obstacle under contact explosion[ J / OL], Acta Armamentarii, (2022)

[17]

LIU H R, DING T, XIAO J Z, Et al., Buildability prediction of 3D-printed concrete at early-ages: a numerical study with Drucker-Prager model, Additive Manufacturing, 55, (2022)

[18]

NING J G, LIU H F, SHANG L., Dynamic mechanics of concrete materials under strong impact loads characteristic and constitutive model, Scientia Sinica, 38, 6, pp. 759-772, (2008)

[19]

AL-SALLOUM Y, ALMUSALLAM T, IBRAHIM S M, Et al., Rate dependent behavior and modeling of concrete based on SHPB experiments, Cement and Concrete Composites, 55, pp. 34-44, (2015)

[20]

RAN Y, LIU J H, WEI Y B., Probabilistic fatigue framework of notched specimens based on modified strain energy density model under multiaxial loadings, Engineering Fracture Mechanics, 266, (2022)

← 1 2 →