標(biāo)題: Titlebook: Construction 3D Printing; Selected Papers from Ming Jen Tan,Mingyang Li,Paulo Bartolo Conference proceedings 2024 The Editor(s) (if applica [打印本頁(yè)] 作者: 到凝乳 時(shí)間: 2025-3-21 19:40
書目名稱Construction 3D Printing影響因子(影響力)
書目名稱Construction 3D Printing影響因子(影響力)學(xué)科排名
書目名稱Construction 3D Printing網(wǎng)絡(luò)公開度
書目名稱Construction 3D Printing網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Construction 3D Printing被引頻次
書目名稱Construction 3D Printing被引頻次學(xué)科排名
書目名稱Construction 3D Printing年度引用
書目名稱Construction 3D Printing年度引用學(xué)科排名
書目名稱Construction 3D Printing讀者反饋
書目名稱Construction 3D Printing讀者反饋學(xué)科排名
作者: 連詞 時(shí)間: 2025-3-21 20:41 作者: 好忠告人 時(shí)間: 2025-3-22 02:06
Application of Textile Reinforcement for 3D Concrete Printed Structuresfreeform structures. However, the provision of reinforcement in 3DCP elements is one of the major challenges that limit the structural application of 3DCP. Hence, the textile reinforcement made of multifilament yarns of AR-glass, basalt, and carbon can be adopted as a potential reinforcing method fo作者: JAMB 時(shí)間: 2025-3-22 06:00
Influence of Printing Pattern on Bearing Capacity of 3D Printed Concrete Hollow Structuresthe printed patterns and nozzle size on the mechanics properties of 3D Printed Concrete (3DPC) structures. The four-point loading tests are conducted and the Digital Image Correlation (DIC) analysis technology is used. The results showed that the load capacity of the Y-shaped specimens is about 10% 作者: 高深莫測(cè) 時(shí)間: 2025-3-22 11:15
Exploring the 2.5D SIMTP with the Adaptive Refinement Based on the Nodal Thicknessd this plane can be discretized using a 2.5D plane stress element, which is exclusively developed to explore the above-proposed tool. Our recent publication on 2.5D SIMTP suggests a higher threshold of lower energy elements for having a stable finite element analysis. Therefore, an adaptive refineme作者: omnibus 時(shí)間: 2025-3-22 14:22
Automated Force Sensitive Reinforcement for 3DCPnd environmental sustainability. However, a major challenge in the widespread adoption of 3DCP for structural applications is the lack of a suitable in-process reinforcement method. Conventional reinforcement techniques are not directly applicable due to the distinct layered stacking process involve作者: omnibus 時(shí)間: 2025-3-22 18:02
Mechanical Properties and Additive Manufacturing of Alkali-Activated Lunar Regolith in Artificial Lu is essential for future exploration and a major challenge for constructing on the Moon is the availability of suitable building materials. In this regard, the research on alkali-activated lunar regolith simulants (AALRS) is a significant breakthrough. In this paper, the mechanical properties and ad作者: 確認(rèn) 時(shí)間: 2025-3-22 23:18
Carbon Sequestration with 3D Concrete Printing: Potentials and Challengeson sequestration technologies for cement-based materials (CBM) have presented immense potential for sustainable construction operations. Nevertheless, decarbonization of the construction sector remains an ongoing challenge. Although the integration of carbon sequestration technologies with 3DCP prov作者: ESPY 時(shí)間: 2025-3-23 01:22 作者: metropolitan 時(shí)間: 2025-3-23 07:27
Effect of Magnetic Intervention Time on the Buildability of Printable Cement and Limestone Pastes Coxing phase, which is also known as active rheology control. In this paper, the influence of the magnetic intervention on the buildability of printable materials was experimentally investigated by means of a squeeze flow test. Magnetic field interventions with six different periods (0?s, 30?s, 45?s, 作者: Perigee 時(shí)間: 2025-3-23 10:59 作者: 非秘密 時(shí)間: 2025-3-23 15:27
Active Rheology Control for 3D Printable Cement-Based Materials by Temperature: An Exploratory Studyerty requirements at different periods of printing. Therefore, the active rheology control for 3D printed materials has received increasing attention. This study aims to explore the feasibility of active rheology control for 3DPCM by temperature. We investigated the thermal response for rheological 作者: 光明正大 時(shí)間: 2025-3-23 19:36
Interfacial Cracking at Layer and Filament Interfaces of 3D Printed Concrete: Experimental and Numernterfacial cracking between the layers and filaments is investigated experimentally and numerically. First, direct tensile and inclined shear tests are carried out to measure the tensile and shear load-displacement relationships. Displacement and strain are recorded using the digital image correlati作者: 協(xié)奏曲 時(shí)間: 2025-3-24 01:47
Experimental Study and OpenSees Modelling for Thermal Response of 3D Printed Concrete Exposed to Firever, the fire safety concerns associated with 3D-printed concrete buildings must be adequately addressed to ensure their viability. This paper aims to explore the fire performance of 3D-printed concrete by testing a small-scale specimen and using heat transfer modelling in OpenSees for fire. The sp作者: 啜泣 時(shí)間: 2025-3-24 02:42 作者: Consensus 時(shí)間: 2025-3-24 06:36 作者: Neuropeptides 時(shí)間: 2025-3-24 13:57
An Expedition to Continuum Theorytion problems showed the islanding phenomenon where this pathology was not observed until after filtering. Also, an optimized MBB beam is 3D printed with ABS M30i material to demonstrate the capabilities of 2.5D SIMTP.作者: 占線 時(shí)間: 2025-3-24 15:54 作者: 衣服 時(shí)間: 2025-3-24 20:28 作者: 衍生 時(shí)間: 2025-3-24 23:39 作者: 抱狗不敢前 時(shí)間: 2025-3-25 05:42
Exploring the 2.5D SIMTP with the Adaptive Refinement Based on the Nodal Thicknesstion problems showed the islanding phenomenon where this pathology was not observed until after filtering. Also, an optimized MBB beam is 3D printed with ABS M30i material to demonstrate the capabilities of 2.5D SIMTP.作者: ELUC 時(shí)間: 2025-3-25 08:52 作者: 一個(gè)攪動(dòng)不安 時(shí)間: 2025-3-25 15:28
Interfacial Cracking at Layer and Filament Interfaces of 3D Printed Concrete: Experimental and Numeral data. Then a finite element model incorporating the CZM is established to predict the interfacial cracking. The effectiveness of the numerical model is verified by comparing the simulation results with the experimental data.作者: Celiac-Plexus 時(shí)間: 2025-3-25 16:48 作者: EXCEL 時(shí)間: 2025-3-25 21:00
2730-9576 tions and strategies in Materials, Processes, & Design.Offer.This book presents the dynamic advancements achieved in Construction 3D Printing, showcasing a wealth of insights from the conference held from 19-21 July 2023 at Nanyang Technological University (NTU), Singapore. Covering a broad spectrum作者: 使入迷 時(shí)間: 2025-3-26 02:54 作者: 自傳 時(shí)間: 2025-3-26 06:43 作者: magnanimity 時(shí)間: 2025-3-26 12:24 作者: Urea508 時(shí)間: 2025-3-26 12:40 作者: 雪崩 時(shí)間: 2025-3-26 17:18
Improvements in the Printability of Printed Mortar Using In-Situ Polymerizatione the printability of 3DPC. The results demonstrate that in-situ polymerization of acrylamide in mortar enables enhancements of the extrudability, green strength, flexural strength and layer bonding strength of 3DPC. The disadvantage is that the polymerization process will reduce the volume stability of 3DPC.作者: Encapsulate 時(shí)間: 2025-3-26 23:17
History and the Origin of Meaninghigher than that of the W-shaped specimens, and the specimens printed with a smaller nozzle have a load capacity of 15–20% higher. The DIC analysis reveals that the failure modes of the W-shaped and Y-shaped specimens are closely related to the strength of the mid-span nodes.作者: 公理 時(shí)間: 2025-3-27 04:00 作者: Presbycusis 時(shí)間: 2025-3-27 07:56
Influence of Printing Pattern on Bearing Capacity of 3D Printed Concrete Hollow Structureshigher than that of the W-shaped specimens, and the specimens printed with a smaller nozzle have a load capacity of 15–20% higher. The DIC analysis reveals that the failure modes of the W-shaped and Y-shaped specimens are closely related to the strength of the mid-span nodes.作者: 引起痛苦 時(shí)間: 2025-3-27 11:57 作者: 無關(guān)緊要 時(shí)間: 2025-3-27 16:29
Conference proceedings 2024 July 2023 at Nanyang Technological University (NTU), Singapore. Covering a broad spectrum of topics, this volume presents research on established technologies, modeling, simulation, diverse materials (including recycled and geopolymer materials), fiber reinforcement, and composite materials, as wel作者: Armory 時(shí)間: 2025-3-27 21:41 作者: 把…比做 時(shí)間: 2025-3-27 22:04
https://doi.org/10.1007/978-94-017-0707-7ogy is expected to achieve the contradicting rheological requirements for 3DCP while benefiting from the superior strength and durability properties of HAAC. Two HAAC mixes with fly ash replacement levels of 12.5% and 25% with OPC were prepared to compare the fresh and hardened properties with a con作者: interrupt 時(shí)間: 2025-3-28 02:17 作者: countenance 時(shí)間: 2025-3-28 08:55
An Expedition to Continuum Theoryrcement method is crucial. The bar insertion method has emerged as a promising approach, allowing for the insertion of conventional reinforcing bars into freshly printed layers to create a continuous reinforcement..However, this technique faces challenges related to the voids forming around the bar,作者: EXALT 時(shí)間: 2025-3-28 10:54 作者: 里程碑 時(shí)間: 2025-3-28 14:55 作者: GOAT 時(shí)間: 2025-3-28 19:21 作者: 昏迷狀態(tài) 時(shí)間: 2025-3-29 02:47
Propaedeutic to a Study of Royce wise fast penetration test, and continuous-slow penetration test, all utilized for testing a representative stiff and accelerated 3D printing concrete mixtures. This research provides valuable insights into the opportunities and limitations of penetrometer tests in characterizing 3DCP.作者: Organonitrile 時(shí)間: 2025-3-29 03:31
Set-on-Demand Geopolymer for Concrete 3D Printing Using Ternary Activatore mix contains sodium hydroxide and sodium carbonate as activators, whereas different types of sodium silicate solutions were used for print head activation. It was found that the base mix exhibited static yield strength of less than 0.5?kPa at the end of 90?min and low viscosities ensuring high pum作者: keloid 時(shí)間: 2025-3-29 08:56 作者: 不可侵犯 時(shí)間: 2025-3-29 13:31 作者: Pelvic-Floor 時(shí)間: 2025-3-29 16:44
Automated Force Sensitive Reinforcement for 3DCPrcement method is crucial. The bar insertion method has emerged as a promising approach, allowing for the insertion of conventional reinforcing bars into freshly printed layers to create a continuous reinforcement..However, this technique faces challenges related to the voids forming around the bar,作者: intolerance 時(shí)間: 2025-3-29 19:54 作者: Gudgeon 時(shí)間: 2025-3-30 03:04 作者: jocular 時(shí)間: 2025-3-30 04:54 作者: 漂亮才會(huì)豪華 時(shí)間: 2025-3-30 09:54 作者: 繁榮中國(guó) 時(shí)間: 2025-3-30 15:22
2730-9576 mation. Serving as a timely and invaluable resource, this book offers both scholars and professionals in the expansive field of Construction 3D Printing profound insights into its decade-long progress and its preparedness for wider adoption..978-3-031-64271-5978-3-031-64269-2Series ISSN 2730-9576 Series E-ISSN 2730-9584 作者: 歡笑 時(shí)間: 2025-3-30 19:06
Ming Jen Tan,Mingyang Li,Paulo BartoloReports on theoretical and practical findings in Construction 3D Printing.Trends & achievements in Construction 3D Printing; identifies solutions and strategies in Materials, Processes, & Design.Offer作者: Pituitary-Gland 時(shí)間: 2025-3-30 22:21 作者: 女上癮 時(shí)間: 2025-3-31 03:14 作者: 貪心 時(shí)間: 2025-3-31 09:02
https://doi.org/10.1007/978-94-017-0707-7he pumping and extrusion stages followed by rapid early age strength development during the placement. These rheological requirements enable ease of pumping and extrusion while attaining high build heights without the plastic collapse or elastic buckling. This paper focuses on developing a two-part 作者: 圓錐體 時(shí)間: 2025-3-31 09:28 作者: 壕溝 時(shí)間: 2025-3-31 13:21
History and the Origin of Meaningthe printed patterns and nozzle size on the mechanics properties of 3D Printed Concrete (3DPC) structures. The four-point loading tests are conducted and the Digital Image Correlation (DIC) analysis technology is used. The results showed that the load capacity of the Y-shaped specimens is about 10% 作者: 火花 時(shí)間: 2025-3-31 21:14
An Expedition to Continuum Theoryd this plane can be discretized using a 2.5D plane stress element, which is exclusively developed to explore the above-proposed tool. Our recent publication on 2.5D SIMTP suggests a higher threshold of lower energy elements for having a stable finite element analysis. Therefore, an adaptive refineme
