Effects of Temperature and Stress on Creep Behavior of PP and Hybrid Fiber Reinforced Reactive Powder Concrete

Abstract Reactive powder concrete (RPC) is an advanced cementitious material with ultra-high strength, remarkable durability and excellent toughness. However, temperature dependent creep is a major concern as very little work has been reported in the literature. Therefore, systematic investigations...

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Main Authors: Xiaomeng Hou, Muhammad Abid, Wenzhong Zheng, Raja Rizwan Hussain
Format: Article
Language:English
Published: SpringerOpen 2019-08-01
Series:International Journal of Concrete Structures and Materials
Subjects:
Online Access:http://link.springer.com/article/10.1186/s40069-019-0357-9
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spelling doaj-ebb8dbdb1e2e4ab6b97a226def4597782020-11-25T03:54:34ZengSpringerOpenInternational Journal of Concrete Structures and Materials1976-04852234-13152019-08-0113111910.1186/s40069-019-0357-9Effects of Temperature and Stress on Creep Behavior of PP and Hybrid Fiber Reinforced Reactive Powder ConcreteXiaomeng Hou0Muhammad Abid1Wenzhong Zheng2Raja Rizwan Hussain3Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of TechnologyKey Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of TechnologyKey Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of TechnologyCivil Engineering Department, College of Engineering, King Saud UniversityAbstract Reactive powder concrete (RPC) is an advanced cementitious material with ultra-high strength, remarkable durability and excellent toughness. However, temperature dependent creep is a major concern as very little work has been reported in the literature. Therefore, systematic investigations are still missing in state of the art. This paper focuses on the impact of Polypropylene (PP) and hybrid (steel and PP) fibers on creep behavior of RPC at elevated temperature. Temperature-dependent creep is further characterized into free thermal strain (FTS), short-term creep (STC) and transient strain (TS), based on different thermo-mechanical regimes. Varying heating and loading schemes were considered such as steady-state and transient thermo-mechanical conditions. The target temperatures considered for steady-state thermal conditions and transient case are 120, 300, 500, 700 and 900 °C. Compressive strength was considered up to 60% load ratio of ambient and temperature dependency. The result shows that STC increases with increasing stress level and higher target temperature. The increase in STC becomes obvious above the transition stage of quartz aggregate. Furthermore, HRPC have significantly higher STC than PRPC and other traditional types of concretes. The evolution of FTS and TS was quite slow below 250 °C. However, at high temperature significant increase in FTS and TS were observed. Furthermore, increasing stress level and the addition of steel fibers results in high TS. Overall, the performance of PP fiber was better than the hybrid fibers on the creep behaviour of RPC. Finally, constitutive relationships were proposed for FTS, STC and TS, which will be used as input data in numerical models of fire resistance calculations.http://link.springer.com/article/10.1186/s40069-019-0357-9reactive powder concrete (RPC)PP fiberhybrid fibershort-term creep (STC)transient strain (TS)fire safety design
collection DOAJ
language English
format Article
sources DOAJ
author Xiaomeng Hou
Muhammad Abid
Wenzhong Zheng
Raja Rizwan Hussain
spellingShingle Xiaomeng Hou
Muhammad Abid
Wenzhong Zheng
Raja Rizwan Hussain
Effects of Temperature and Stress on Creep Behavior of PP and Hybrid Fiber Reinforced Reactive Powder Concrete
International Journal of Concrete Structures and Materials
reactive powder concrete (RPC)
PP fiber
hybrid fiber
short-term creep (STC)
transient strain (TS)
fire safety design
author_facet Xiaomeng Hou
Muhammad Abid
Wenzhong Zheng
Raja Rizwan Hussain
author_sort Xiaomeng Hou
title Effects of Temperature and Stress on Creep Behavior of PP and Hybrid Fiber Reinforced Reactive Powder Concrete
title_short Effects of Temperature and Stress on Creep Behavior of PP and Hybrid Fiber Reinforced Reactive Powder Concrete
title_full Effects of Temperature and Stress on Creep Behavior of PP and Hybrid Fiber Reinforced Reactive Powder Concrete
title_fullStr Effects of Temperature and Stress on Creep Behavior of PP and Hybrid Fiber Reinforced Reactive Powder Concrete
title_full_unstemmed Effects of Temperature and Stress on Creep Behavior of PP and Hybrid Fiber Reinforced Reactive Powder Concrete
title_sort effects of temperature and stress on creep behavior of pp and hybrid fiber reinforced reactive powder concrete
publisher SpringerOpen
series International Journal of Concrete Structures and Materials
issn 1976-0485
2234-1315
publishDate 2019-08-01
description Abstract Reactive powder concrete (RPC) is an advanced cementitious material with ultra-high strength, remarkable durability and excellent toughness. However, temperature dependent creep is a major concern as very little work has been reported in the literature. Therefore, systematic investigations are still missing in state of the art. This paper focuses on the impact of Polypropylene (PP) and hybrid (steel and PP) fibers on creep behavior of RPC at elevated temperature. Temperature-dependent creep is further characterized into free thermal strain (FTS), short-term creep (STC) and transient strain (TS), based on different thermo-mechanical regimes. Varying heating and loading schemes were considered such as steady-state and transient thermo-mechanical conditions. The target temperatures considered for steady-state thermal conditions and transient case are 120, 300, 500, 700 and 900 °C. Compressive strength was considered up to 60% load ratio of ambient and temperature dependency. The result shows that STC increases with increasing stress level and higher target temperature. The increase in STC becomes obvious above the transition stage of quartz aggregate. Furthermore, HRPC have significantly higher STC than PRPC and other traditional types of concretes. The evolution of FTS and TS was quite slow below 250 °C. However, at high temperature significant increase in FTS and TS were observed. Furthermore, increasing stress level and the addition of steel fibers results in high TS. Overall, the performance of PP fiber was better than the hybrid fibers on the creep behaviour of RPC. Finally, constitutive relationships were proposed for FTS, STC and TS, which will be used as input data in numerical models of fire resistance calculations.
topic reactive powder concrete (RPC)
PP fiber
hybrid fiber
short-term creep (STC)
transient strain (TS)
fire safety design
url http://link.springer.com/article/10.1186/s40069-019-0357-9
work_keys_str_mv AT xiaomenghou effectsoftemperatureandstressoncreepbehaviorofppandhybridfiberreinforcedreactivepowderconcrete
AT muhammadabid effectsoftemperatureandstressoncreepbehaviorofppandhybridfiberreinforcedreactivepowderconcrete
AT wenzhongzheng effectsoftemperatureandstressoncreepbehaviorofppandhybridfiberreinforcedreactivepowderconcrete
AT rajarizwanhussain effectsoftemperatureandstressoncreepbehaviorofppandhybridfiberreinforcedreactivepowderconcrete
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