Dynamic damage constitutive model for UHPC with nanofillers at high strain rates based on viscoelastic dynamic constitutive model and damage evolution equation-Reference-Cited by-同舟云学术

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Dynamic damage constitutive model for UHPC with nanofillers at high strain rates based on viscoelastic dynamic constitutive model and damage evolution equation

Published:2024-04 Issue: Volume:83 Page:108428
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Yan Dongbin,Qiu Liangsheng,Wang Jialiang,Ashour Ashraf,Wang Xinyue^ORCID,Han Baoguo

Funder

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Publisher

Elsevier BV

Reference60 articles.

1. Experimental and numerical studies of concrete bridge decks using ultra high-performance concrete and reinforced concrete;Shemirani;Comput. Concr.,2022

2. Creep behavior of steel fiber reinforced reactive powder concrete at high temperature;Abid;Construct. Build. Mater.,2019

3. Experimental and numerical studies on dynamic compressive behavior of reactive powder concretes;Wang;Acta Mech. Solida Sin.,2008

4. Nanomaterials in ultra-high-performance concrete (UHPC)-A review;Yoo;Cement Concr. Compos.,2022

5. Mechanical properties and hydration of ultra-high-performance seawater sea-sand concrete (UHPSSC) with limestone calcined clay cement (LC3);Wang;Construct. Build. Mater.,2023

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Blast-resistance characteristics and design of steel wire reinforced ultra-high performance concrete slabs;International Journal of Impact Engineering;2024-11

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