2d Models of Steel Beams under Patch Loading for Buckling Coefficient Assessment by Emanuele Maiorana, Angelo Aloisio, Bruno Briseghella

“…The calibration involves determining the spring constants of a 2d equivalent plate model to achieve the same linear elastic critical load and buckled shape as a 3d model. The paper uses the buckling coefficient as the objective function to calibrate the translational and rotational springs. …”
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Buckling suppression of a cantilever structure with a modified fuzzy sliding mode control by Jianhua Pan, Lin Sun, Xiaopei Liu, Yuyuan Zhang, Yili Duo

“…Numerical simulations demonstrate that a two-dimensional nonlinear dynamic model of the laminated composite structure is essential for precise buckling vibration estimations. Therefore, a new active control strategy for large-amplitude buckling suppression of a two-dimensional nonlinear dynamic system of a cantilever beam is established and implemented, effectively suppressing the large-amplitude buckling response in numerical studies.…”
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Buckling Analysis of Sandwich Plate Systems with Stiffening Ribs: Theoretical, Numerical, and Experimental Approaches by Guangping Zou, Yuyang Wang, Qichao Xue, Chunwei Zhang

“…This paper discusses a global buckling analysis approach for sandwich plates with stiffening ribs. …”
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Long-term Clinical Results of Vitrectomy and Scleral Buckling in Treatment of Rhegmatogenous Retinal Detachment by I. Schmidt, N. Plange, G. Rößler, H. Schellhase, A. Koutsonas, P. Walter, B. Mazinani

“…The purpose of this research is to assess the long-term results after pars plana vitrectomy (PPV) and scleral buckle (SB) surgery in patients with rhegmatogenous retinal detachment (RRD). …”
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Autofluorescence Imaging in the Long-Term Follow-Up of Scleral Buckling Surgery for Retinal Detachment by Panagiotis Salvanos, Helgi D. Björnsson, Valeria Vitelli, Ragnheiður Bragadόttir, Morten C. Moe, Tor P. Utheim

“…To analyse fundus autofluorescence (AF) changes in retinal reattachment following primary scleral buckling (SB) surgery for rhegmatogenous retinal detachment (RRD). …”
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Performance of the Cold-Bending Channel-Angle Buckling-Restrained Brace under Cyclic Loading by Kun Wang, Junwu Xia, Xiaomiao Chen, Bo Xu, Xiangzhou Liang, Jian Wang

“…In this study, three restricted cold-bending channel-angle buckling-restrained brace (CCA-BRB) specimens were experimentally characterised by a low-reversed cyclic loading test. …”
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Enhanced Seismic Structural Reliability on Reinforced Concrete Buildings by Using Buckling Restrained Braces by Victor Baca, Juan Bojórquez, Edén Bojórquez, Herian Leyva, Alfredo Reyes-Salazar, Sonia E. Ruiz, Antonio Formisano, Leonardo Palemón, Robespierre Chávez, Manuel Barraza

“…In this paper, we design RC buildings with buckling restrained braces (BRBs) to achieve this objective. …”
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Propensity Score to Compare Pars Plana Vitrectomy and Scleral Buckling in Retrospective Studies [Letter] by Visioli G, Alisi L, Albanese GM

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Scleral buckling in retinal detachment due to retinal dialysis – A vitreoretina fellow’s perspective by Akshaya Balaji, Saurabh Verma, Nawazish Shaikh, Shorya V Azad, Parmanand Kumar, Rohan Chawla, Vinod Kumar

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Scleral Buckling for Primary Retinal Detachment: Outcomes of Scleral Tunnels versus Scleral Sutures by Matthew R. Starr, Edwin H. Ryan, Anthony Obeid, Claire Ryan, Xinxiao Gao, Malika L. Madhava, Sean M. Maloney, Adam Z. Adika, Krishi V. Peddada, Kareem Sioufi, Luv G. Patel, Michael J. Ammar, Nora J. Forbes, Antonio Capone Jr., Geoffrey G. Emerson, Daniel P. Joseph, Dean Eliott, Carl D. Regillo, Jason Hsu, Omesh P. Gupta, Yoshihiro Yonekawa, for the Primary Retinal Detachment Outcomes (PRO) Study Group

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RETRACTED: Composite plates with curvilinear reinforcement structure: Production technologies, buckling and vibration resistance by Volkova Olga, Vlasov Danila

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Effects of Factors That Influence Out-of-Plane Lateral-Torsional Buckling on Freestanding Circular Arches by Emmanuel-Peters Teke Tebo, Leonard Masu, Patrick Nziu

“…This paper presents the effects of the several factors that influence lateral-torsional buckling on freestanding circular arches. The studied factors that attribute to the effects of lateral-torsional buckling include cross section type, included angle, slender ratio, imperfection, loading, and boundary conditions. …”
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STIFFENER-SKIN INTERFACE FAILURE CHARACTERIZATION OF THE STIFFENED COMPOSITE PANEL AT POST-BUCKLING STAGE by HU BoTao, CHAI YaNan, CHEN XiangMing, WEI JingChao

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Failure modes of steel beams with web openings by Ranisavljević Maja, Dobrić Jelena

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Bending behavior and influence parameter optimization of connection joints of disc-buckle type formwork support by Jinfeng Dong, Zelong Liao, Haiqing Liu, Zhongwei Zhao, Ming Lei, Zimu Chen, Liang Wang, Xiangen Gong

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THE SUBMODELING METHOD ANALYSIS ON POST-BUCKLING WEAR PREDICTION OF COMPRESSION COILED TUBING IN WELLBORE (MT) by LI Gang, SUN GuoHao, LIN Liang, YUE QianBei, ZHANG Qiang, WANG Gang

Subjects: “…Sinusoidal buckling…”
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Cohesive zone modeling of the buckling behavior of a fusion-joined, additive-manufactured wind blade by Dongyang Cao, Hongbing Lu, Daniel Todd Griffith

“…Our findings demonstrate that the hybrid CZM approach effectively models the buckling behavior of fusion-joined beams, accommodating a range of slenderness ratios (6 to 18) and various buckling modes. …”
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Relationships between Imperfections and Shear Buckling Resistance in Web Plate with Sectional Damage Caused by Corrosion by Jin-Hee Ahn, Shigenobu Kainuma, Won-Hong Lee, Youn-Ju Jeong, In-Tae Kim

“…This study deals with the relationship between imperfections and shear buckling resistance of web plates with sectional damage caused by corrosion. …”
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Web post-buckling strength of thin-webbed cellular beams using carbon PFRP profiles by Hamda Guedaoura, Yazid Hadidane

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An Updated Design Formula for Predicting the Compressive Strength of Plate: Elastic Buckling and Ultimate Compressive Strength by Do Kyun Kim, Hee Yeong Yang, Shen Li, Seungjun Kim

“…The shape of the elastic buckling strength (<inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><mrow><msub><mi>σ</mi><mrow><mi>x</mi><mi>E</mi></mrow></msub></mrow></semantics></math></inline-formula>) equation is utilised and adjusted to predict the ultimate compressive strength of the plate. …”
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