Mix design of porous asphalt mix (PAM) using steel slag as coarse aggregates for value-add applications by Erni Farisha Nor'Azhar

“…The optimum binder content for experimental group A (granite as coarse aggregate) was found to be 4.5%, 5.5% for experimental group B (steel slag as coarse aggregates) and 5% for experimental group C (both granite and steel slag as coarse aggregates). …”
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Experimental and numerical investigations of concrete-filled stainless steel tube stub columns under axial partial compression by He, An, Zhao, Ou

Subjects: “…Concrete-filled Stainless Steel Tube…”
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Experimental, numerical study and design of concrete-encased concrete-filled steel tube columns and beam-column joints by Ma, Youxin

“…Several structural types have been developed in the steel-concrete composite system, for example, steel beam-to-reinforced concrete (RCS) column frame, steel and concrete beam-to-concrete-filled steel tube (CFST) column frame. …”
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Compressive behaviour and resistances of S690 high strength steel welded pi-shaped and cruciform section stub columns by Cabawatan, Nicolas

“…This paper reports an experimental investigation into the material properties and compression capacities of S690 high strength steel welded π-section and cruciform section stub columns. …”
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Influence of banded ε-martensite and deformation twin on cryogenic toughness of Fe–Mn–xAl–C steel by Li, Leilei, Niu, Gang, Gong, Na, Liu, Hongfei, Wang, Xuelin, Shang, Chengjia, Wang, Yong, Wu, Huibin

“…Fe–Mn–xAl–C steel ingots have been fabricated by vacuum melting with Al compositions varied from x = 0 to 3 and 5 wt.%, respectively. …”
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Eccentric compression performance of jointed precast concrete-encased concrete-filled steel tube columns with dry connections by Zhu, Gaoming, Tan, Kang Hai

“…Concrete-encased concrete-filled steel tube (CECFST) columns have recently been regarded as the optimum option for high-rise or heavy-loaded buildings due to superior structural resistance over traditional concrete-filled steel tube (CFST) and reinforced concrete (RC). …”
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Comparative study on Young's modulus measurements on additively manufactured alloys by Lim, Gordon Yicai

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Analysis and design recommendations for structures strengthened by prestressed bonded Fe-SMA by Li, Lingzhen, Wang, Sizhe, Chatzi, Eleni, Motavalli, Masoud, Ghafoori, Elyas

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Machinability assessment when turning AISI 316L austenitic stainless steel using uncoated and coated carbide inserts / by Rusdi Nur, 1974-, author 599550, Noordin Mohd. Yusof, supervisor 238361, Izman Sudin, supervisor 618549, Denni Kurniawan, supervisor 451041, Fakulti Kejuruteraan Mekanikal 8081

Flexural behaviour and low velocity impact response of hybrid basalt fibre-stainless steel wire mesh laminated composites / by Mohamad Yusuf Salim, 1990-, author 656288, Mohd. Yazid Yahya, supervisor 526309, Shukur Abu Hassan, supervisor 204926, Haris Ahmad Israr Ahmad, supervisor 447070, Ali Farokhi Nejad, 1982-, supervisor 543247, Fakulti Kejuruteraan Mekanikal 8081

The Impact of Process Substitution on Manufacturing Costs: A Comparative Analysis of Sheet Metal Forming versus Extruded Steel Cutting by Talal, Omar

“…The investigation confirms that extruded steel can be a cost-effective alternative to large-scale channel products, providing solutions for industry transition through direct replacement, compatibility-focused redesign, or design guidelines optimized for extruded steel.…”
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Experimental and numerical studies of pin-ended S960 ultra-high strength steel press-braked channel section columns by Ong, Shao Quan

“…Ultra-high strength steel (UHSS) Grade S960 with the nominal yield stress of 960 MPa, is receiving increasing attention due to its higher strength-to-weight ratio. …”
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Stainless steel channel sections under combined compression and minor axis bending – part 2 : parametric studies and design by Liang, Yating, Zhao, Ou, Long, Yue-ling, Gardner, Leroy

“…Following the experimental study and finite element (FE) model validation described in the companion paper, numerical parametric studies and the evaluation of design provisions for stainless steel channel sections under combined axial compressive load and minor axis bending moment are presented herein. …”
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Non-normal distribution of residual flexural strengths of steel fiber reinforced concretes and its impacts on design and conformity assessment by He, Shan, Yang, En-Hua

“…However, variability of residual flexural strengths of steel fiber-reinforced concrete (SFRC) has yet been statistically investigated. …”
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Multi-physics modeling of melting-solidification characteristics in laser powder bed fusion process of 316L stainless steel by Shan, Xiuyang, Pan, Zhenggao, Gao, Mengdi, Han, Lu, Choi, Joon-Phil, Zhang, Haining

“…In the laser powder bed fusion process, the melting-solidification characteristics of 316L stainless steel have a great effect on the workpiece quality. …”
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Optimisation strategies for directed evolution without sequencing by James, J, Towers, S, Foerster, J, Steel, H

Experimental and numerical investigation of adhesively bonded kfrp/steel double strap joints incorporating eggshell powder-toughened epoxy adhesive by Chia Lia Yip, Chia Lia Yip, Sugiman Sugiman, Sugiman Sugiman, Desmond Chin, Desmond Chin, Ahmad, Hilton

“…The FEA modelling approaches are promising for predicting the joint strength of KFRP/steel DSJ.…”
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Additive manufacturing of multiple materials by selective laser melting : Ti-alloy to stainless steel via a Cu-alloy interlayer by Tey, Cher Fu, Tan, Xipeng, Sing, Swee Leong, Yeong, Wai Yee

“…In this work, the selective laser melting (SLM) process was used to manufacture MM parts which feature steep material transitions from 316L stainless steel (SS) to Ti-6Al-4V (TiA) through an interlayer of HOVADUR® K220 copper–alloy (CuA). …”
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High cycle fatigue behavior of 316L stainless steel manufactured via directed energy deposition with varying laser energy by Boey, Kai Jun

“…In this project, 316L stainless steel (SS) blocks was manufactured through DED using varying laser energies. …”
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Flexural buckling behaviour and residual strengths of S700 high strength steel circular hollow section columns after exposure to fire by Koh, Alicia

“…This paper demonstrates the experimental investigation of the flexural buckling behaviour and residual strengths of cold-formed S700 high strength steel (HSS) circular hollow section (CHS) slender columns after being exposed to fire. …”
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