scholarly journals An Experimental Study on Cold-Bending Stress and Its Reverse-Coupling Effect with the Uniform Load on Cold-Bent SGP Laminated Glass

2021 ◽  
Vol 11 (21) ◽  
pp. 10073
Author(s):  
Xide Zhang ◽  
Chengyi Zou ◽  
Xiaoqi Yin

SentryGlas® Plus (SGP) laminated glass is a novel type of safety glass with high strength and stiffness. On the other hand, cold bending is a novel technique to build curved glass curtain walls, and is advantageous in terms of its greater energy efficiency and cost-effectiveness as well as its simple construction processes. The cold bending of SGP laminated glass could result in broad applications for the material and provide huge economic benefits in the field of glass curtain wall construction. To study cold-bending stress and its reverse-coupling effect with the uniform load in SGP laminated glass panels, single-corner cold-bending tests, uniform load tests, and ultimate capacity tests were conducted on eight pieces of such panels with different cold-bending curvatures and interlayer thicknesses. The results revealed that cold-bending stress in the glass panels under single-corner cold bending demonstrated a saddle-shaped distribution, with the maximum and second-largest cold-bending stresses located near the corner of the short side and the long side adjacent to the cold-bending corner, respectively. The cold-bending stress and coupling stress increased nonlinearly as the cold-bending curvature rose and the interlayer thickness became greater. Moreover, cold-bending curvature was a factor that affected the cold-bending stress and coupling stress more significantly than the interlayer thickness. The ultimate capacity and ultimate deflection of the glass panels decreased as the cold-bending curvature and interlayer thickness grew.

Materials ◽  
2021 ◽  
Vol 14 (22) ◽  
pp. 6914
Author(s):  
Xide Zhang ◽  
Wei Zhou ◽  
Mingcai Xu

The cold bending method is a type of curved glass curtain wall construction method that has been used in practical engineering for a short time. It has the advantages of simple operation, high efficiency and low cost. However, the mechanical response and properties of glass panes caused by cold bending have not been solved effectively. To study the mechanical response and the properties of cold formed laminated tempered glass panes after applying with a wind load, cold bending and load tests of 9 laminated tempered glass panes were conducted by the orthogonal experimental design method. The effects of cold bending curvature, glass pane thickness and interlayer thickness were considered. In this paper, the response law of cold bending stress to the curvature and the relationship among the influencing factors were analyzed. The variation process of stress, the deflection of cold-formed glass panes under uniform load and the characteristics affected by cold-formed stress and deformation were studied. The results show that the cold bending stress is distributed in a saddle shape, and the curvature has the greatest influence on the cold bending stress, followed by the thickness of the glass panes. The influence of the interlayer thickness is small. The maximum stress appears near the corner of the short side direction adjacent to the cold bending corner. The cold bending stress increases linearly with increasing cold bending curvature. The cold bending stress and deformation have little effect on the change process of the later stage load effect.


PLoS ONE ◽  
2021 ◽  
Vol 16 (4) ◽  
pp. e0250463
Author(s):  
Xide Zhang ◽  
Jinzhi Liang ◽  
Dong Huang

Cold bending is a characteristic of significance for the beautiful curved glass curtain walls, because it affects them in terms of energy-efficiency and cost-efficiency. The increasing engineering projects call for more special studies on the mechanical properties of cold-bent glass panels, especially when the walls are built by insulating glass that is currently widely used while its relevant research is very scarce. This paper is devoted to studying the mechanical properties of anticlastic cold-bent insulating glass while taking different factors into consideration, including glass thickness, cold-bent torsion rate and cavity thickness. 9 pieces of insulating glass were manufactured for anticlastic cold-bending test and their coupled effect with identical load is also studied, and numerical finite element analysis sessions were carried out to simulate the experimental results for each one of them. Further, we analyzed the stress distribution performance of the sample pieces under cold bending and a uniform load, followed by discussions about stress transfer controls in glass plates. The results showed that the cold-bent control stress is on the surface with direct loads from cold bending and close to the cold-bent corner on the short edge, and it is transferred from the parts around the corner to the center when the uniform load plays a leading role in generating stress. This transfer could occur under a relatively small load with a small cold-bent torsion rate. A higher cold-bent torsion rate in cold bending contributed mostly to greater center stress in the glass, and as the glass thickness grows, stress and deflection at the plate center would significantly drop. However, the effect of cavity thickness on the anticlastic mechanical response of insulating glass was found to be trivial.


2019 ◽  
Author(s):  
Lorenzo Ruggero Piscitelli

Glass structures are being built ever more frequently all over the world, in a growing architectural trend towards light, transparency and sustainability. The engineering design of laminated glass elements being profoundly influenced by properties of interlayers, this multi-scale research highlights some among the key elements on the hyperelastic and viscoplastic response of such synthetic materials. Results and new discoveries are interpreted to better model and predict the response of laminated glass structures: examples are provided for design applications to post-failure safety assessments, structural design and cold-bending techniques. Still, in a vastly unknown field, a growing market and foggy regulatory framework, many challenges and research opportunities remain to be dealt with.


2017 ◽  
Vol 143 (10) ◽  
pp. 04017139
Author(s):  
Luís Valarinho ◽  
João R. Correia ◽  
Mário Garrido ◽  
Mário Sá ◽  
Fernando A. Branco

2016 ◽  
Vol 19 (12) ◽  
pp. 1841-1854 ◽  
Author(s):  
Suwen Chen ◽  
Chen-Guang Zhu ◽  
Guo-Qiang Li ◽  
Yong Lu

The blast resistance of point-supported laminated glass curtain wall has been investigated by means of field blast tests and numerical simulation. Nine site blast tests were carried out, considering two types of glass thickness and six TNT charges ranging from 0.4 to 30 kg. The overpressure and displacement time histories were measured and the failure modes were observed. The overpressure obtained from the measurement panel exhibited a typical pattern of near-field blast with a steep increase followed by a rapid decay within a few milliseconds. The displacement response of the laminated glass panels increased with the increase in the TNT charge almost linearly in the smaller tests (scaled distance ranging 4.5–7 m/kg1/3), which was in line with the increase in the blast impulse in these tests. The failure mode of the point-supported laminated glass panels was featured by tearing off of the polyvinyl butyral layer around the support area, while the glass shards still adhered to the polyvinyl butyral interlayer. Nonlinear dynamic finite element simulation agrees reasonably well with the results from the blast tests. Severe stress concentration has been predicted to occur at the rim of the support holes, leading to initiation of failure at these supports, and this also agrees with the failure mode observed from the blast test. Finally, parametric studies are carried out to investigate the influence of TNT charge weight and the geometric parameters of the panel on the blast response of the glass curtain wall.


2015 ◽  
Vol 1 (4) ◽  
pp. 409-422 ◽  
Author(s):  
Emad A. Makki ◽  
Prathmesh Naik Parrikar ◽  
Arun Shukla
Keyword(s):  

2020 ◽  
Vol 254 ◽  
pp. 112777
Author(s):  
Xing-er Wang ◽  
Jian Yang ◽  
Wai Tung A. Chong ◽  
Pizhong Qiao ◽  
Shennan Peng ◽  
...  

2016 ◽  
Author(s):  
◽  
Mahmoud Nawar

[ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] The increase of explosions threats toward civilian targets has raised concerns about a building's safety. Laminated glass (LG) is one of the widely used structural elements in building envelope where safety performance is highly required where the major threat of death and injuries comes from the flying glass fragments. Laminated glass can greatly reduce the hazard of flying shards by holding the fragments of the glass bonded to the polymeric interlayer which works as continuous membrane attached to the supporting frame and dissipates a great amount of cracking energy when the glass cracks due to blast loads. Recently, the blast-resistant glazing research has been improved broadly, but still few areas remain unexplored related to resistance function and blast response of the window system including new interlayer materials such as UVEKOL-S. This research develops finite element (FE) modeling using LS-DYNA software to study the response of LG windows and curtain walls to blast loads, the effect of the negative phase of the blast wave, and the dynamic reactions transmitted to the window frame and supporting structure. The dynamic response in terms of center deflection and dynamic reactions of the model were compared against those measured in blast testing and showed good agreement. But, after the point of glass failure, a difference in frequency response between the experimental results and LS-DYNA model were seen. This can be attributed to the random crack patterns and the lack of the exact dynamic properties of the post-cracked phase of the laminated glass panel. The static behavior of the polymer interlayer before and after breakage of the glass layers was investigated under quasi-static loading. Constitutive relations of virgin and extracted polyvinyl butyral (PVB) and UVEKOL-S extracted from laminated glass panels were evaluated, including the energy absorption capabilities for each material. Also, the post-breakage behavior of laminated glass was investigated. The experimental results of scored tensile samples carried out on UVEKOL-S glass laminates using different numbers of scores are presented, discussed, and compared with the results of the PVB glass laminates. The energy absorption of the PVB glass interlayer was found to be larger than that of the UVEKOL-S interlayer. From the scored tensile tests, it was concluded that the adhesion of PVB to glass panes is stronger compared with the adhesion of UVEKOL-S to glass panes. Conversely, it was found that this stronger bond led to premature tearing of the PVB interlayer when compared with UVEKOL-S, which allowed relative slip, leading to reduced tearing initiation. In this research, the dynamic constitutive behavior of virgin PVB and PVB and UVEKOL-S extracted from laminated glass panels were evaluated at an average strain rate of 30-40 s-1 using an impact drop-weight apparatus. A new technique was used to investigate the exact mechanical proprieties of PVB and UVEKOL-S before and after the breakage of the laminated glass, including the energy absorption capabilities for each material. The results show that both PVB and UVEKOL-S, at strain rates of 30-40 s-1 had an initial rise in strength, but after the maximum stress point both materials followed a noticeable difference in their response to failure. Comparing the high strain results with the static ones, they show that the dynamic loading significantly affects the material response and the energy absorption characteristics of the interlayer materials. Sufficient data was obtained from the tests to evaluate alternative approaches to modeling PVB and UVEKOL-S materials in a real blast event. In this research, experimental studies have been carried out to investigate the stress wave generation using a piston impact on fluid inside a tube attached to a fluid chamber to produce impulsive loads which are uniformly distributed over the test panels. Experimental shock wave simulation results for laminated glass panels validated the effectiveness of the system to produce a blast impulse with specific characteristics. Different blast wave and impulsive profiles were obtained using this blast simulator apparatus, which is neither expensive nor complex, to test small scale samples including laminated glass panels and aluminum cladding. Also this apparatus was used to investigate the initial speed of the glass splinters flying from the tested laminated glass samples using a high speed camera. Additionally, this research focuses on numerically and experimentally evaluating the resistance function of UVEKOL-S and PVB LG panes, including the structural glazing tape (SGT), silicon, or non-structural glazing tape (NSGT) as a glazing support to the surrounding frame. The resistance function must be obtained under uniform pressure (since the blast load is generally uniform). In this research, finite element program, LS-DYNA, was used to stablish and investigate the resistance function of cracked LG panes, which is contributed by the membrane resistance of the polymeric interlayer, which will be used in the SDOF idealization and dynamic analysis of window systems. A full-scale vacuum chamber and a small-scale water chamber were used to apply static uniform pressure on the LG panes to develop load-deformation failure relationships for LG panes. The results were used to improve the existing SDOF systems used for the design of blast resistant windows. The dynamic responses for two blast experiments using a shock tube were compared to the SDOF and WINGARD results to identify the accuracy of this method in designing LG window systems. Findings indicate that the SDOF results compared well with those obtained from the shock tube blast tests, and hence it can improve the abilities of engineers to better design LG panes under blast loads.


Sign in / Sign up

Export Citation Format

Share Document