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Abstract

Single-sided formwork supporting systems (SFSSs) play a crucial role in the urban construction of retaining walls using cast-in-place concrete. By supporting the formwork from one side, an SFSS can minimize its spatial footprint, enabling its closer placement to boundary lines without compromising structural integrity. However, existing SFSS designs struggle to achieve a balance between mechanical performance and lightweight construction. To address these limitations, an innovative instrumented SFSS was proposed. It is composed of a panel structure made of a panel, vertical braces, and cross braces and a supporting structure comprising an L-shaped frame, steel tubes, and anchor bolts. These components are conducive to modular manufacturing, lightweight installation, and convenient connections. To facilitate the optimal design of this instrumented SFSS, a physics-constrained generative adversarial network (PC-GAN) approach was proposed. This approach incorporates three objective functions: minimizing material usage, adhering to deformation criteria, and ensuring structural safety. An example application is presented to demonstrate the superiority of the instrumented SFSS and validate the proposed PC-GAN approach. The instrumented SFSS enables individual components to be easily and rapidly prefabricated, assembled, and disassembled, requiring only two workers for installation or removal without the need for additional hoisting equipment. The optimized instrumented SFSS, designed using the PC-GAN approach, achieves comparable deformation performance (from 2.49 mm to 2.48 mm in maxima) and slightly improved component stress levels (from 97 MPa to 115 MPa in maxima) while reducing the total weight by 20.85%, through optimizing panel thickness, the dimensions and spacings of vertical and lateral braces, and the spacings of steel tubes. This optimized design of the instrumented SFSS using PC-GAN shows better performance than the current scheme, combining significant weight reduction with enhanced mechanical efficiency.

Details

1009240
Title
Design Optimization of an Innovative Instrumental Single-Sided Formwork Supporting System for Retaining Walls Using Physics-Constrained Generative Adversarial Network
Author
Liu, Wei 1 ; He, Lin 2 ; Liu, Jikai 3 ; Xie, Xiangyang 1 ; Hao, Ning 1 ; Shen, Cheng 1 ; Zhou, Junyong 2   VIAFID ORCID Logo 

 China Construction Engineering (Macau) Co., Ltd., Macau 999078, China; [email protected] (W.L.); [email protected] (X.X.); [email protected] (N.H.); [email protected] (C.S.) 
 School of Civil Engineering and Transportation, Guangzhou University, Guangzhou 510006, China; [email protected] 
 China Construction Investment (Zhuhai) Co., Ltd., Zhuhai 519000, China; [email protected] 
Publication title
Buildings; Basel
Volume
15
Issue
1
First page
132
Publication year
2025
Publication date
2025
Publisher
MDPI AG
Place of publication
Basel
Country of publication
Switzerland
Publication subject
e-ISSN
20755309
Source type
Scholarly Journal
Language of publication
English
Document type
Journal Article
Publication history
 
 
Online publication date
2025-01-04
Milestone dates
2024-12-09 (Received); 2025-01-02 (Accepted)
Publication history
 
 
   First posting date
04 Jan 2025
ProQuest document ID
3153544335
Document URL
https://www.proquest.com/scholarly-journals/design-optimization-innovative-instrumental/docview/3153544335/se-2?accountid=208611
Copyright
© 2025 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.
Last updated
2025-01-10
Database
ProQuest One Academic