Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

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Bond behavior of the interface between concrete and basalt fiber reinforced polymer bar after freeze–thaw cycles
Li HONG, Mingming LI, Congming DU, Shenjiang HUANG, Binggen ZHAN, Qijun YU
Frontiers of Structural and Civil Engineering    https://doi.org/10.1007/s11709-023-0989-3
Engineering punching shear strength of flat slabs predicted by nature-inspired metaheuristic optimized regression system
Dinh-Nhat TRUONG, Van-Lan TO, Gia Toai TRUONG, Hyoun-Seung JANG
Frontiers of Structural and Civil Engineering    https://doi.org/10.1007/s11709-024-1091-1
Enhanced wear prediction of tunnel boring machine disc cutters for accurate remaining useful life estimation, using a hybrid model
Xinghai ZHOU, Yakun ZHANG, Guofang GONG, Huayong YANG, Qiaosong CHEN, Yuxi CHEN, Zhixue SU
Frontiers of Structural and Civil Engineering    https://doi.org/10.1007/s11709-024-1058-2
Fire resistance evaluation through synthetic fire tests and generative adversarial networks
Aybike Özyüksel Çiftçioğlu, M.Z. Naser
Frontiers of Structural and Civil Engineering    https://doi.org/10.1007/s11709-024-1052-8
Investigation of crack segmentation and fast evaluation of crack propagation, based on deep learning
Than V. TRAN, H. NGUYEN-XUAN, Xiaoying ZHUANG
Frontiers of Structural and Civil Engineering    https://doi.org/10.1007/s11709-024-1040-z
Development of design charts to predict the dynamic response of pile supported machine foundations
Deepthi SUDHI, Sanjit BISWAS, Bappaditya MANNA
Frontiers of Structural and Civil Engineering    https://doi.org/10.1007/s11709-024-1024-z
Experimental and analytical investigation on friction resistance force between buried coated pressurized steel pipes and soil
Shaurav ALAM, Tanvir MANZUR, John MATTHEWS, Chris BARTLETT, Erez ALLOUCHE, Brent KEIL, John KRAFT
Frontiers of Structural and Civil Engineering    https://doi.org/10.1007/s11709-024-1017-y
A new neural-network-based method for structural damage identification in single-layer reticulated shells
Jindong ZHANG, Xiaonong GUO, Shaohan ZONG, Yujian ZHANG
Frontiers of Structural and Civil Engineering    https://doi.org/10.1007/s11709-024-1031-0
摘要   HTML   PDF (9980KB)

Single-layer reticulated shells (SLRSs) find widespread application in the roofs of crucial public structures, such as gymnasiums and exhibition center. In this paper, a new neural-network-based method for structural damage identification in SLRSs is proposed. First, a damage vector index, NDL, that is related only to the damage localization, is proposed for SLRSs, and a damage data set is constructed from NDL data. On the basis of visualization of the NDL damage data set, the structural damaged region locations are identified using convolutional neural networks (CNNs). By cross-dividing the damaged region locations and using parallel CNNs for each regional location, the damaged region locations can be quickly and efficiently identified and the undamaged region locations can be eliminated. Second, a damage vector index, DS, that is related to the damage location and damage degree, is proposed for SLRSs. Based on the damaged region identified previously, a fully connected neural network (FCNN) is constructed to identify the location and damage degree of members. The effectiveness and reliability of the proposed method are verified by considering a numerical case of a spherical SLRS. The calculation results showed that the proposed method can quickly eliminate candidate locations of potential damaged region locations and precisely determine the location and damage degree of members.

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An extended numerical model of the first exothermic peak for three dimensional printed cement-based materials
Wei JIANG, Wenqian LI, Xi CHEN
Frontiers of Structural and Civil Engineering    https://doi.org/10.1007/s11709-024-1036-8
摘要   HTML   PDF (919KB)

The first exothermic peak of cement-based material occurs a few minutes after mixing, and the properties of three dimensional (3D) printed concrete, such as setting time, are very sensitive to this. Against this background, based on the classical Park cement exothermic model of hydration, we propose and construct a numerical model of the first exothermic peak, taking into account the proportions of C3S, C3A and quicklime in particular. The calculated parameters are calibrated by means of relevant published exothermic test data. It is found that this developed model offers a good simulation of the first exothermic peak of hydration for C3S and C3A proportions from 0 to 100% of cement clinker and reflects the effect of quicklime content at 8%–10%. The unique value of this research is provision of an important computational tool for applications that are sensitive to the first exothermic peak of hydration, such as 3D printing.

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