Search Results - "MAALI, Mahyar"

Failure modes of end-plate connections with outer flange stiffeners: an experimental and numerical study by Maali, Mahyar

“…This paper presents the experimental and numerical results of six full-scale beam-to-column connections with bolted end plates in two groups. The effects of…”
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Experimental and Numerical Prediction of Torsional Behavior of Steel Beam with Sinusoidal Web by Maali, Mahyar

“…This study is concerned with the torsional behavior of I-beams with sinusoidal corrugated web. A compact-type numerical and experimental program was planned to…”
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The Confinement Effect on the Buckling Performance of Cylindrical Tanks by Maali, Mahyar, Kılıç, Mahmut, Aydin, Abdulkadir Cüneyt

“…Thin-walled cylindrical tanks are used in many civil engineering applications. In the past ten years, various methods have been used to confinement the…”
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The Effects of Corrosion Damage on the Square Hollow Steel Section (SHSS) Profiles: An Experimental and Numerical Investigation by Dikmen Coşkun, Kader, Yaman, Zeynep, Maali, Mahyar, Ağcakoca, Elif, Sadid, Mohammad Saber

“…Steel elements may experience a decrease in strength and load-carrying capacity over time due to environmental effects, with corrosion damage, a significant…”
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Cold-Formed Steel Beam-to-Column Screw Connections Exposed to High Temperatures Reinforced with CFRP by Sagiroglu, Merve, Maali, Mahyar, Kar, Mert, Bilen, Mahmut Bugra

“…This study uses eight tests to show the experimental behavior of cold-formed steel beam-to-column screw connections exposed to high temperatures reinforced…”
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CFRP Effect on the Buckling Behavior of Dented Cylindrical Shells by Aydin, Abdulkadir Cüneyt, Yaman, Zeynep, Ağcakoca, Elif, Kiliç, Mahmut, Maali, Mahyar, Aghazadeh Dizaji, Ali

“…Considering that the use of thin-walled shells is expanding every day, it is important to examine the problem of instability in this form of structure. Many…”
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A Novel Approach for Bolted T-Stub Connections by Sağıroğlu, Merve, Maali, Mahyar, Kılıç, Mahmut, Aydın, Abdulkadir Cüneyt

“…This paper reports an investigation into new connection types and their behaviors determined using full-scale experiments. T-shaped connections were created…”
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Experimental Behavior of Cold-Formed Stainless Steel Screwed Beam–Column Connections at Post-Fire Condition by Cirpici, Burak Kaan, Orhan, Suleyman Nazif, Kilic, Mahmut, Maali, Mahyar, Sagiroglu, Merve

“…Herein this paper, the experimental behavior of the cold-formed stainless steel screwed beam–column connection with the post-fire condition is presented by…”
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The Effects of Corrosion and Fire Damage on the Steel-Bolted T‑Section Connections Used in the Steel Construction by Maali, Mahyar, Kiliç, Mahmut, Sagiroglu Maali, Merve, Aydın, Abdulkadir Cüneyt

“…The most common type of connection in steel structures is the T-section connection. Steel structures can be damaged due to environmental effects such as…”
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Experimental model of the behaviour of bolted angles connections with stiffeners by Maali, Mahyar, Kılıç, Mahmut, Aydın, Abdulkadir Cüneyt

“…This paper presents the experimental results of twenty full scale specimens of steel bolted connections beam-to-column with top-and-seat angles in six groups,…”
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Dent-to-Stiffener Evaluation Concept for Thin-Walled Steel Cylinders by Akarsu, Oğuzhan, Bayrak, Barış, Kiliç, Mahmut, Maali, Mahyar, Aydin, Abdulkadir Cüneyt

“…Defects/imperfections can occur during manufacturing, assembly, welding, and other processes, which can reduce the critical buckling load. However, the axial…”
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Experimental and Numerical Tests on Beams with Web Openings Under Cyclic Loading by Maali, Mahyar, Çınar, Nurullah

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Experimental investigation of screwed beam-column connection using cold-formed steel back-to-back sections with gusset-plate by Maali, Merve Sagiroglu, Maali, Mahyar, Yazici, Casim

“…Fifteen tests have reported the experimental behavior of steel beam-column connections using cold-formed steel (CFS) sections with gusset plates attached to…”
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Post‐fire behavior of CFRP retrofitted thin‐walled steel tanks by Maali, Mahyar, Kiliç, Mahmut

“…Summary Thin‐walled shell structures are characterized by a lightweight structural form with high strength. This structure has many applications in various…”
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Investigation of buckling capacity behaviours of corroded tanks by Maali, Mahyar, Tizi, Harun, Tizi, Yasin, Bilen, Mahmut Buğra

“…The use of thin-walled steel shells is rapidly becoming widespread. Depending on their purpose, they can be susceptible to corrosion in the environments they…”
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Analyzing of bolted joints for connecting rectangular hollow sections in reticulated shells by Maali, Mahyar, Orhan, Suleyman Nazif, Sagiroglu, Merve, Cirpici, Burak Kaan

“…This paper investigates a novel joint method for connecting rectangular hollow section (RHS) members in reticulated shells. It is proposed to overcome the…”
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Experimental and numerical investigation of semi-rigid behavior top and seat T-Section connections with different triangular designed stiffener thicknesses by Kılıç, Mahmut, Sagiroglu Maali, Merve, Maali, Mahyar, Cüneyt Aydın, Abdulkadir

“…•The resistance moment increased with an increase in the thickness of the angle T connection stiffener.•The length of the angle T connection is important than…”
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Buckling response of externally pressurised sealed and retrofitted steel cylindrical shells by Maali, Mahyar, Bilen, Mahmut Buğra, Şimşek, Murat, Firouzsalari, Saeed Eyvazinejad

“…Buckling response of steel cylindrical shells with no reinforcement or seal, cylindrical shells reinforced with CFRP, and cylindrical shells sealed against…”
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Experimental analysis of the effect of dent variation on the buckling capacity of thin-walled cylindrical shells by Aydın Korucuk, Fatma Merve, Maali, Mahyar, Kılıç, Mahmut, Aydın, Abdulkadir Cüneyt

“…Tanks, silos, and most large steel-shell structures consist of smaller pieces connected together during the manufacturing process. This causes several types of…”
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Buckling and post-buckling behavior of various dented cylindrical shells using CFRP strips subjected to uniform external pressure: Comparison of theoretical and experimental data by Maali, Mahyar, Kılıç, Mahmut, Yaman, Zeynep, Ağcakoca, Elif, Aydın, Abdulkadir Cüneyt

“…Thin-walled circular cylindrical shells are used in many civil engineering applications. Any initial geometric imperfections and the type of applied load…”
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